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(X24)3/4"X 56"TIE ROD <br /> — ------------- <br /> Co - <br /> 1 <br /> O <br /> Co <br /> CV '7 <br /> TOP VIEW <br /> SIDE VIEW <br /> s ooce.vu sxc rso Ana• Wa_z-.3? ro nci SU_[�an.nc icas.c.r <br /> SwWAafMUi <br /> S♦rE 4 rX r[S 4iCAC S,u <br /> ray»a vi° Von Doose Mine 110(1) <br /> Analysis limited to the engineering ��pDOt�F ° "'° Reclamation Permit Application <br /> assumptions associated with the pv;'R:•N0••• � <br /> V i+ ��• ^urn al•'t'� -^r[ <br /> geotechnical loads on the steel .ter / I�' It _ Exhibit C- Mine Plan <br /> sets and not the manufacturing `° 5 89 -- J - Attachment Cl <br /> design of the steel members to Y 1 2 �Ay <br /> meet the minimum yield strength wA <br /> of 50,000 pounds per square inch bNAL VON DOOSE MINE PORTAL SETS <br /> (psi). <br />