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V C) <br /> rMMMMTransit Mix Concrete Co. <br /> RPM,Inc. <br /> The following set off narrative is drawn from the 2008 Daniels Sand Pit #2 Permit Amendment: <br /> completed NAL <br /> this point in time it appears the remediation program will be completed in three to five <br /> yet(la te 2 )10 to late 2012 or early 2013). Considering the amount of time that will he required to <br /> mine the North Area plus the Little Johnson Reservoir location, it would not be unreasonable to <br /> assume that the J Property will not be mined until diction program is completed and the <br /> --__. <br /> facilities removed. However, in accordance with the agreement between the remediation program <br /> and Transit Mix Concrete (the physical operator of the Daniels Sand Pit), Transit Mix can request <br /> the facilities be moved with 60 days notice. Although this could be done if necessary, the timing of <br /> There are no adits or shafts associated with this mining operation. <br /> (7) Maximum slopes and slope combination shall be compatible with the <br /> configuration of the surrounding conditions and the selected post mining land use: <br /> The proposed post mining land use will be wildlife habitat. The final interior pit area and slopes <br /> will be backfilled to about 27 feet above the existing pit floor. The remaining interior slopes <br /> (those above the fines final backfill elevation) will be as specified on the proposed Reclamation <br /> Plan Map, M-2. The out slopes of the retention dike will not be steeper than 2.5 H:1 V and will <br /> be seeded to the approved seed mix found in the 2005 Little Johnson Permit Amendment. <br /> (8) Not Applicable <br /> (9) Placement of inert structural fill imported from off-site: <br /> (a) A narrative that describes the approximate location of the <br /> proposed activity; <br /> The processing fines will be slurred to the interior of the proposed facility. Please see attached <br /> Map - 1. <br /> (b) the approximate volume of the inert material to be backfilled; <br /> Provided the floor of the pit is not excavated to supply embankment construction material, the <br /> design capacity of the proposed pond is approximately 375 acre-feet (605,000)yrds3 of slurry. <br /> 6 <br />