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Underdrains 7 <br />�U .. }� }1i!> 1 r �3�`�,� Below Permanent _ <br />v West Taylor { ' ; �� l - <br />' � � ,Excess Spoil FIII - <br />v Spoil FIII /� -- <br />NNY <br />f �t <br />, <br />t � <br />8200 <br />i 8100 8100 <br />'11 Nis <br />jj 7900 7900 <br />7600 7600 <br />i� ✓- 7900 7900 <br />0 +00 5 +00 10 +00 15 +00 20 +00 25 +00 <br />I / <br />SECTION A -A' <br />J ji{ <br />,� 0 400 800 <br />i <br />Scale in Feet <br />a South Taylor/ / NOTES <br />m° jr� , /J 1. Typical spoil fill slope profile is 65 -foot wide <br />Pit Shell benches, 50 vertical feet between benches, <br />with 1.3H:1 V slope between benches. <br />�11 r�'�'�/ 2. Figure based on client file, "Spoil Pile <br />� t� V9 11 -12 -12 Royv2.dwp ", received 11.8.12. <br />ll! ilk" ��1�z� � <br />(};�Ii'i� West Taylor Spoil Fill <br />Colovryo Mine <br />�(rC(r�i.= 1���i��i�n11t�� \�\��` %. ---'= J� \\ �� , ��{"�`r'�.�%ti,,ia�� � r ---�•� <br />PLAN VIEW PLAN AND SECTION VIEWS <br />0 loon 2000 OF SPOIL FILL <br />h <br />Scale in Feet November 2012 23-1-01105-600 <br />SHANNON 8 WILSON, INC. FIG. 1 <br />0-oUd�bl � EmYm,wYl Owwrb <br />Sna <br />Oef20/2 Topo <br />.. <br />191 tt _ <br />.. .. -- <br />