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Page 16 <br /> 6.4.12 EXHIBIT L - Reclamation Costs <br /> D � AGRAM I .- -1 <br /> 1H: 1 <br /> FINISHED <br /> 40,0' <br /> GRADE <br /> depthIii I <br /> FILL TO GLADE 800 SQ. FT. <br /> DIAGRAM 2 : <br /> 3H: IV <br /> FINISHED <br /> 40.0'± GRADE. <br /> depth <br /> L_ <br /> FILL TO GRADE -- 1 ,400 SCE. FT <br /> Hauls are expected to be very short excavating material from the core area to establish <br /> final grade on those walls and placed on the exterior walls to establish the required grades <br /> and it may only require a wheel loader operating in load/carry/dump mode with a <br /> supporting tracked dozer. At most, the method of fill will utilize one (1) Excavator/Loader, <br /> two (2) Haul Trucks, and one (1) Sheep's Foot Compactor. <br /> Assuming a mean depth of advancing cut of 1.25H:iV at the extraction limits of 40.0± <br /> feet depth: <br /> VARRA COMPANIES, INC. TWO RIVERS SAND GRAVEL AND RESERVOIR PROJECT MARCH 2O22 <br /> A REGULAR IMPACT[1121 CONSTRUCTION PERMIT APPLICATION-COLORADO DIVISION OF RECLAMATION MINING&SAFETY <br /> OFFICE OF MINED LAND RECLAMATION <br />