Laserfiche WebLink
c <br />z <br />w <br />x <br />w <br />a <br />r, <br />SOUTHWEST <br />10600 <br />10400 <br />10200 <br />10000 <br />w <br />z <br />0 <br />a <br />9800 <br />w <br />9600 <br />9400 <br />9200 <br />NORTHEAST <br />10600 <br />� <br />i <br />1 <br />i <br />F <br />-- <br />- - <br />iC7 -' <br />o G <br />- <br />-- <br />- - -- -- <br />- _ <br />I <br />- - - - -- <br />�- <br />-- - . <br />1.6 <br />�f <br />v� <br />� <br />��. <br />C> _)4 <br />r -?l_ ,� �� �_�il <br />� -?.�� <br />Y 9' <br />OR _ C .vl <br />��o <br />%`�� _�_l �C - �� J,%�_ )-� 2�,�-')L <br />� � <br />PERIMETER <br />CHANNEL <br />I <br />;� ,. <br />MILL P �I� <br />♦1 TFORM ARE(1 <br />j <br />:•••sr_�; �;j <br />_. <br />C <br />„ ,, <br />_ - >_� � <br />��._i( <br />✓ <br />,.-� ,� n� <br />- <br />), _ <br />._ %�_ 1� -2"fi�� <br />�/ �.�,?_'�"�� <br />c <br />? ��` <br />� _./ <br />_ �� <br />� <br />;: �� � Jj,!�_�-JC? <br />��,,- -�_ .� <br />1`-!� - <br />��-2� <br />.= <br />_� �!L,� <br />-��� <br />, <br />� <br />o <br />s ; •h� � <br />�i <br />OSA ANCHOR <br />SEE SECTION <br />I DWG <br />TRENCH <br />1 ON <br />A22 <br />t <br />.. ,;,_�( 07 J <br />\.. J- _.�.__)_.. -..-,- <br />i > �, i ri - -.,, c�c <br />C�)c>, - <br />- /- o ��_ <br />,C> :G `•� <br />C� L_ C.J�t <br />o_ /'�,o <br />O �x. <br />�J �� <br />o G o <br />,C� lC__ ( G <br />� � ,. J <br />,o <br />G- <br />,2� �i0 }t o CJ O CJ. <br />O iC7 <br />OCiV <br />l f 1 t <br />�� _ <br />:C.� )C oCi <br />�% �<JG��o' � o��C`p <br />1 <br />lC��_,<o JC <br />� , <br />, y ../" ',I <br />- OSA ANCHOR TRENCH <br />_ Jo <br />C2 )� ) <br />�o o� <br />�O� %C� <br />o G o <br />IC"'J C. )C�C'7�)C <br />i -)o �,., /� <br />L <br />-`,�'1 <br />�•i �o �f o i <br />� �-• —' .�/ <br />H AUL ROAD <br />\` <br />HA L ROAD <br />- <br />>�C_J�UCJ_.JC�JC <br />',� =. P <br />``•r <br />� <br />°�_7� �C� <br />> <br />(ANCHOR <br />+/C 'r�� <br />�..r l�.. ,, <br />� '. <br />I <br />I <br />( SEE SECTION 1 ON <br />1 <br />;v <br />,( <br />- OSA LINER SYSTEM <br />( E <br />D WG_A220) <br />TRENCH <br />SECTION 1 ON <br />-- - -- <br />- <br />OVERBURDEN <br />- -- <br />-- <br />- <br />�- f- <br />ly <br />-- - <br />- - -- <br />- <br />- -- - - -I <br />- - <br />(SEE SECTION M ON DWG A220 ) <br />- <br />.."1 ��e <br />✓ - -- -- <br />MATERIA L <br />00 <br />C <br />1 <br />`�� � �1 <br />� •S <br />.. <br />� <br />SELECT FILL <br />v <br />PS <br />— $ <br />( <br />EMBANKMENT ANCHOR <br />- <br />E DETAIL 17 A ON DWG Ai326) <br />TRENCH <br />-- <br />- - - -� <br />- -- <br />G( <br />��c <br />_ <br />G c ,J; _ <br />< <br />- <br />co Co_x ,.� ,Tc_ <br />rc <br />G`. cvc }c�, <br />_ >cZ <br />�a <br />HAUL R 0 <br />�- <br />PSSA <br />RISERS <br />r r <br />✓ <br />SELECT FILL <br />ACCESS ROAD <br />PREGNANT <br />STORAGE <br />SO <br />ARE <br />` <br />_.(. � LINER YSEPSSAEK <br />S S CIONMO,� N _D_- W.- G ._A2-2_ 0 <br />) - <br />_ - - <br />SELECT FILL <br />K <br />__ <br />` r <br />l <br />c }'<� <br />`< <br />�, <br />c� <br />� <br />�,,Vi�!`��: ,•,_ `'�;", <br />r iI ;�_ . <br />s �._ <br />�?` <br />ll <br />\_ <br />_i_>: <br />2 <br />)C <br />z� <br />HAUL <br />PSSA TO 0 <br />'(SEE SECTI� <br />ROAD <br />ANCHOR <br />17B ON DWG <br />ENCH <br />A320) <br />� <br />IA \ ;\ <br />PSSA (LINER SYSTEM <br />PSSA LINER <br />SYSTEM' <br />(SEE SECTION AA ON DWG A320) <br />(SEE SECTION <br />AA ON <br />DWG A320) <br />0 +00 4 +00 8 +00 12 +00 16 +00 20 +00 24 +00 28 +00 32 +00 <br />A VLF ORE CROSS SECTION A <br />A100 <br />200 0 200 400 FEET <br />NORTHWEST <br />10600 <br />10400 <br />10200 <br />w <br />0 10000 <br />>a <br />J <br />w <br />9800 <br />9600 <br />9400 <br />36 +00 <br />40 +00 <br />44 +00 <br />48 +00 <br />10400 <br />10200 <br />10000 <br />4 <br />0 <br />z <br />9800 m El <br />9600 <br />9400 <br />9200 <br />50 +00 <br />SOUTHEAST <br />10600 <br />I <br />i <br />I <br />- - <br />iC7 -' <br />o G <br />- - - — - - -- - <br />-- <br />- - -- -- <br />- _ <br />I <br />- - - - -- <br />�- <br />-- - . <br />1.6 <br />�f <br />v� <br />� <br />��. <br />C> _)4 <br />r -?l_ ,� �� �_�il <br />� -?.�� <br />Y 9' <br />OR _ C .vl <br />��o <br />%`�� _�_l �C - �� J,%�_ )-� 2�,�-')L <br />� � <br />��� <br />> � i��l� > i -�_ `�'�� <br />;� ,. <br />MILL P �I� <br />♦1 TFORM ARE(1 <br />j <br />:•••sr_�; �;j <br />_. <br />C <br />„ ,, <br />_ - >_� � <br />��._i( <br />✓ <br />,.-� ,� n� <br />- <br />), _ <br />._ %�_ 1� -2"fi�� <br />�/ �.�,?_'�"�� <br />c <br />? ��` <br />� _./ <br />_ �� <br />� <br />;: �� � Jj,!�_�-JC? <br />��,,- -�_ .� <br />1`-!� - <br />��-2� <br />.= <br />_� �!L,� <br />-��� <br />, <br />� <br />o <br />s ; •h� � <br />�i <br />OSA ANCHOR <br />SEE SECTION <br />I DWG <br />TRENCH <br />1 ON <br />A22 <br />.. ,;,_�( 07 J <br />\.. J- _.�.__)_.. -..-,- <br />i > �, i ri - -.,, c�c <br />C�)c>, - <br />- /- o ��_ <br />,C> :G `•� <br />C� L_ C.J�t <br />o_ /'�,o <br />O �x. <br />�J �� <br />o G o <br />,C� lC__ ( G <br />� � ,. J <br />,o <br />)c�(lC� ) <br />U � � C_ <br />_ 10 v <br />_ <br />J( >C >w <br />_, � __.� / J_ -_)O� <br />o o v - i- s i o <br />_ <br />)C� �C� <br />,< .' j .G.. l <br />- <br />- <br />�( _>L; -�,C•� L. >( �G��C. 3,._J��`J�C i <br />,� s ..S ; , •c__ c _,; o <br />._. —._._ - — -'�, <br />J�JC��iI_. , <br />o /- c o <br />�)C_ <br />:C.� )C oCi <br />�% �<JG��o' � o��C`p <br />1 <br />lC��_,<o JC <br />� , <br />, y ../" ',I <br />- OSA ANCHOR TRENCH <br />_ Jo <br />C2 )� ) <br />�o o� <br />�O� %C� <br />o G o <br />IC"'J C. )C�C'7�)C <br />i -)o �,., /� <br />L <br />-`,�'1 <br />�•i �o �f o i <br />� �-• —' .�/ <br />H AUL ROAD <br />\` <br />HA L ROAD <br />- <br />>�C_J�UCJ_.JC�JC <br />',� =. P <br />``•r <br />� <br />°�_7� �C� <br />> <br />(_1C�( )C�_L% G�- /C7�O(_ <br />-� ,C7"�) _).�<_ <br />>�� (� �� z <br />J <br />+/C 'r�� <br />�..r l�.. ,, <br />� '. <br />I <br />( SEE SECTION 1 ON <br />\,�v <br />- OSA LINER SYSTEM <br />)" <br />� <br />� g� � �r �'� -�,�'; <br />1 L <br />',�� <br />OVERBURDEN <br />DWG A220) <br />- <br />-- - <br />- - -- <br />- <br />- -- - - -I <br />- - <br />(SEE SECTION M ON DWG A220 ) <br />.."1 ��e <br />✓ - -- -- <br />MATERIA L <br />0 +00 4 +00 8 +00 <br />LEGEND: <br />ULTIMATE ORE SURFACE <br />" "— GEOMEMBRANE LINED SURFACE <br />EXISTING GROUND SURFACE AND EL. FEET (LAND SURVEY) <br />�'--� PROPOSED GROUND SURFACE <br />NOTES: <br />1. ORE SIDE SLOPES SHOWN ARE FOR OPERATIONAL CONDITIONS. PRIOR <br />TO RECLAMATION, ALL SIDE SLOPES SHALL BE REGRADED TO 2.5H:1V <br />AT CLOSURE. <br />10400 <br />10200 <br />m <br />10000 z <br />mm <br />v <br />9800 <br />9600 <br />9400 <br />12 +00 16 +00 20 +00 24 +00 28 +00 32 +00 36 +00 40 +00 44 +00 48 +00 50 +00 <br />HORIZONTAL OFFSET (FEET) <br />B VLF ORE CROSS SECTION B CLIENT CRIPPLE CREEK &VICTOR <br />A100 GOLD MINING COMPANY <br />PROJECT <br />200 0 200 400 FEET SQUAW GULCH VLF <br />u,u TIT( G <br />