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Figure 3 <br />Idealized Slope StabilityAnalysis Section <br />Idaho Tunnel Portal Slope StabilityProject <br />Title <br />Scale As Shown <br />File No. <br />Rev 0 <br />05/06/20 <br />05/06/20 <br />05/06/20 <br />Review: <br />Check: <br />GIS: <br />Project No. US 0401 <br />JST <br />JST <br />JST <br />Path: C:\Users\jst52\Documents\NMX\GIS\Projects\Nederland\ArcMap\DRMS\Tunnel Stability\Figure 3 - Stabilized Slope.mxd974597509755976097659770977597809785979097959800980598109815ElevationROAD20ft40ft60ft80ft100ft120ft140ft160ftCollapse VoidNew PortalOld PortalWeatheredRockDecomposedRockAlluvialEnd of Timber SetsExcavation FaceGrand Island Resources, LLC <br />Idaho Tunnel Portal – Slope Stability Analysis Page 12