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Waste Rock Landform <br /> The WRL slope stability is analyzed in two conditions: during construction and following <br /> reclamation (Figure 17). The construction of the WRL will be via standard "tip-to" methods that <br /> create a set of staggered benches via truck dumping. Once construction of several levels of the <br /> WRL are complete, they will be graded to the final overall slope of 2.2H:LOV for application of <br /> growth medium and revegetation. Both conditions were modelled and analyzed using the same <br /> crusher fines data as the highwall backfill. <br /> Young Ranch Resource <br /> December 2021 RULE-6.5 4 Lewicki & Associates <br />