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'lt:e table is used to oslculate the cut and fill raguir®errta by section to <br />obtain the proposed post mine topography for each site, i.e., Opper Hubbard <br />• Creek, Lacer Hubbard Creek, Bear Canyon and Elk Creek. '!he total belanae <br />volume fora even site indioates if sufficient material is available. For <br />example, looking at Bear Creek, the pad arse has a sinus 390 cubic yard <br />belanoe and the culvert excavation provides a plus 1,048 cubic yard balance <br />for a net talanoe of 658 cubic yards. 2t:is indicates sufficient material i9 <br />available to obtain the post mine topography. <br />With the exception of the Elk Creek yard, it has been assumed that the <br />excavated soils are suitable mot zoos material. <br />In the Elk Creek yard, three principal topsoil borroy areas have been <br />identified. 'fieee are: <br />• Elk Credo Regrading <br />* Portal None Area <br />• Yard Culvert Excavation <br />Additional material can be salvaged fron the affios aryl supply yard area ig <br />re3uired. 1l:e arses requiring six ind:es of topsoil arcs <br />* Outalope of the west bendy <br />* Central yard <br />* East bendy <br />• All other areas are assumed to have sufficient topsoil material available. <br />• If gob is present it is generally leas than three ind~ea and will be mixed <br />into the soil as it ie prepared for revegetation. l4sp 16 provides the <br />details of the topsoil movement. <br />The excavation of the culverts ie for the removal of the culvert. <br />Excavation to install the riprap is included under the appropriate riprap <br />design calculation for the reoonatruded dtanrrls. <br />• <br />