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amec­� <br />C) Soil Liner Fill (SLF) <br />Soil liner fill placement is complete for the Mill Site Earthworks project. This figure has been <br />removed from the weekly reports. <br />Location <br />This Week <br />Cumulative <br />Comments <br />(tons) <br />(tons) <br />E.Cresson Clay Process <br />0 <br />81,150 <br />SLF processing is temporarily paused <br />Total <br />0 <br />81,510 <br />SLF processing is temporarily paused <br />D) Drain Cover Fill (DCF) <br />Drain cover fill (DCF) placement performed in the area shown on Figure 2. The DCF was hauled <br />from the processing area to the placement area using 40 -ton articulating haul trucks loaded by a <br />CAT 988 (250703) and a CAT 992 (250601) front -end loader. The DCF was placed in a 2 -foot lift <br />using various CAT dozers except where haul routes were established. Haul routes consisted of <br />four -foot lifts to be spread into 2 -foot lifts later. Laborers were present at all times during <br />placement removing debris /sandbags and assisting the dozer operator with lift thickness. All DCF <br />was placed on previously approved primary geomembrane. AMEC field representatives <br />monitored the DCF placement constantly. <br />Temperatures were monitored by an AMEC field representative prior to fill placement when <br />ambient temperatures were below 32 °F. We informed CC &V and Ames of fill material below 32 °F. <br />Fill temperatures averaged between 29 °F and 33 °F <br />Location <br />This Week <br />Cumulative <br />Comments <br />(tons) <br />(tons) <br />DCF Process <br />0 <br />228,613 <br />DCF processing is temporarily paused <br />Total <br />0 <br />228,613 <br />DCF processing is temporarily paused <br />II) Geosynthetics <br />A) Geomembrane <br />No work performed during the week. <br />III) Storm Water Management <br />A) Best Management Practices (BMP) <br />Best Management Practices are being observed throughout the Mill Site Earthworks project. <br />IV) MSE Wall Construction <br />Wall #1 <br />Installation of wall components was performed for Mat's 20 and 21. An amec field representative <br />inspected and approved placed backfill materials, which was determined acceptable per the plans <br />and specifications to continue with the installation of the remaining wall components. In addition <br />to the main wall construction, the contractor began constructing the wing -wall portion of the MSE <br />wall on both the North and South ends. Mats were constructed until full tie -in was completed to <br />the main portion of the wall. <br />MEW Weekly Report WE 12.22.2012.docx <br />