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2' <br /> 2x2x3/8"PL <br /> DETAIL D <br /> SCALE 1 : 5 <br /> 38 34 <br /> 2x2x3/8"PL 2' <br /> v � <br /> v � <br /> EI IIE <br /> ♦- - --i D 2x2x3/8"PL1$ <br /> S ECTIO N E-E <br /> SCALE 1 : 5 <br /> —ESS 040.SE SKC PILO P.YS -3 '>O NOf1U:[]Y.nNG iENS:Cl' <br /> JMEfISK015 AZ,"INC"6 i2:Aa 5-R, <br /> S.,BACE i" fOGiS <br /> 10,RA"c 1Ni Es Von Doose Mine 110(1) <br /> Analysis limited to the engineering DOLT NAR "°A"[A\AQ <br /> Y 9 9 FOR CFI Reclamation Permit Application <br /> assumptions associated with the p p. Np •.,JF "ACE :4 K E Arc <br /> geotechnical loads on the steel <br /> Exhibit C- Mine Plan <br /> sets and not the manufacturing 5489 <br /> design of the steel members to ply 19 2Q Attachment Ci <br /> meet the minimum yield strength ........... <br /> A <br /> �nG"G <br /> of 50,000 pounds per square inch �ONAt VON DOOSE MINE PORTAL SETS <br /> (psi) <br />