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CffK CONTINENTAL. MATERIALS CORPORATION <br /> 3.5 Areas where unsuitable materials are removed will be prepared for compaction to the <br /> same specifications as general fill. <br /> 4.0 Disposition of the General Fill <br /> 4.1 Prior to fill being placed, a test pattern of placing fill and prescribed compaction <br /> efforts will be performed and tested to determine the method specification to place <br /> and compact general fill. <br /> 4.2 Fill of the slope is to provide reclamation stability and shall be landscaped to reclaim <br /> the site. <br /> 5.0 Placing and Compacting General Fill <br /> 5.1 Each Layer of fill shall be placed in approximately 1-foot thick lifts unless approved <br /> by the engineer, but never to exceed 3 foot maximum. Each layer shall be uniformly <br /> compacted prior to the next lift being placed. (Thicker lifts may be required to fill <br /> rocky rubble areas). <br /> 5.2 Compaction method specification as established by the test pattern shall be <br /> completed with regard to the end product and the means and manner of control <br /> testing. <br /> 5.3 Where differing materials are to be placed in general fill, efforts to mix the materials <br /> in equal portions prior to compaction shall be made to ensure uniform distribution of <br /> the materials in the compacted situation. <br /> 5.4 Water from the site source shall be added where needed by spraying from a water <br /> truck or water wagon in a fashion to allow the moisture to be absorbed into the <br /> materials prior to compaction. Site source for water will be the existing hydrant south <br /> of the scale house. Water will be metered and purchased from the Colorado Springs <br /> Utility. <br /> 5.5 Boulders and cobbles may be incorporated into the general fill by compaction efforts <br /> other than the general prescription. Compactors shall be used to ensure the voids <br /> and adjacent soils are compacted in avoid gaps in the fill. <br /> 5.6 General fill shall be compacted before the end of shift each day. No general fill shall <br /> be left without compaction at the end of shift <br /> 5.7 Compaction Plans will ensure the fill will proceed from the outward edge of the slope <br /> towards the existing quarry wall. As the fill approaches the rubble slide area, a work <br /> zone 30 feet wide shall be maintained away from the existing wall. This area shall be <br /> Pikeview Quarry Amendment 4 <br /> D-11 <br />