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The fill material shall be free of sod, large roots, other large vegetation matter <br />and frozen soil, and in no case shall coal-processing waste be used in <br />embankment construction. <br />The placing and spreading of fill material shall be started at the lowest point of <br />the foundation. Materials will be spread in layers approximately 12 inches deep, <br />and such lifts made uniformly over long stretches and for the full width of <br />embankment. Each lift will be moistened or dried to a uniform moisture content <br />suitable for maximum compaction. Hauling equipment will be routed both ways <br />over the fill and routing varied sufficiently to achieve uniform compaction. <br />Compaction will be carried to the edge of the fills so that the final slopes are firm. <br />The embankment shall be constructed so the design height is achieved at all <br />times, including the period after settlement. The combined upstream and <br />downstream side slopes of the settled embankment shall not be steeper than <br />5h:1 v, with neither slope steeper than 2h:1 v. <br />Since Pond F is a dugout pond, DMG rule 4.05.9(8) should not apply. <br />Faces of the embankments including the surrounding areas disturbed will be <br />vegetated to enhance stability. The height of the embankment is less than 10 <br />feet in vertical height measured from the bottom of the channel to the bottom of <br />the spillway. Anti-seep collars will be installed to control seepage along conduits <br />that extend through the embankment. <br />The Deer Trail Ditch is in a open ditch where Pond F was constructed. The Deer <br />Trail Ditch was placed in a 30-inch diameter culvert where it passes through the <br />Pond F embankment. The culvert was buried approximately 24-inches deep. <br />TR-43 - 8 - 05/06 <br />EPPRovED <br />9~rr/o 6 <br />