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<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> A. <br /> IHil <br /> <br /> <br /> 'nNk <br /> 2S. <br /> <br /> <br /> <br /> / <br /> <br /> <br /> <br /> - t / <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />D.awinq <br />Title Cross-Section Scakr As shown 4V:1 H NorthT <br />Source <br />of Map Plan 'MCP Master Map.dwg° Permit No <br />& Name M2008- <br /> <br />Wilson Gulch Pit Drawn by NAB <br />Checked by NAB <br />Legend Vertical . horizontal <br />7 <br />1 Pef Exhibit D <br />File No. D-4-2 <br />Rev. 1 JUL0e <br />-ri r. tr W-L Ha,i an I_nc,=r s -ce_ _nth;e <br />??-?,.a I,?i' =r= T~i f_r ar• ,.a• <br />Cross-sections showing terraced and non-terraced slopes. Road (ramp) uses terraced slopes <br />with 2H:1 V slope, which are stable in this terrain based on other roadcuts and construction in <br />the area in the same formation Operator had agreed to submit technical revision if necessary <br />to add additional slope stability devices/controls beyond that already planned for the Wilson <br />Gulch Pit. Note that this road has been constructed and is currently in use, and can be <br />inspected for inclusion to this amendment application. While there is some variation, existing <br />slopes for the road cut are approximately 2H:1 V. <br />C&J Gravel Products Exhibits to Reclamation Amendment #004 19 June 2009 <br />©WASTELINE, INC 2009 Project 5064.2.LQ (16/16)Final C&J-MoP-005 Addendum 16