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"Wil i <br />Haul trucks transported material pushed down from the slope above ADR Haul Road stations <br />52 +00 to 55 +00 to Bench K stations K30 +00 to K32 +00 where it was placed as structural fill. A <br />Cat excavator with a rock hammer attachment broke apart any oversized material encountered <br />(Day and Night Shift). <br />Material was cut from Dump 4 at the Phase 2 Diversion Channel alignment near station 38 +00 <br />and was hauled to the ADR road between stations 84 +00 to 88 +00 where it was placed as <br />structural fill (Day and Night Shift). <br />Cat dozers were rough grading and pushing down excess material above ADR Haul road station <br />15 +00. The material was placed as structural fill above Bench A stations A20 +00 to A22 +00. <br />Cat 740 haul trucks transported stockpiled structural fill material from near ADR Haul road station <br />15 +00 to Bench F stations F16 +00 to F24 +00 and Bench H stations H14 +00 to H16 +00. <br />Oversized material was broken with a hammer hoe (Day and Night Shift). <br />Non -woven geotextile and riprap were placed in the Phase 2 Diversion Channel from <br />approximate stations 6 +00 to 8 +00. <br />A Cat dozer placed cut to fill near Bench H stations H14 +00 to H16 +00. <br />Subgrade: <br />No new subgrade was accepted during this reporting period. See the attached figure of accepted <br />subgrade in the Phase 1 area. <br />Soil Liner Fill (SLF): <br />Soil liner fill was scarified by a Cat dozer for reconditioning purposes from Bench B to Bench DD <br />between stations B2 +00 to B8 +00. <br />No new soil liner fill was accepted during this reporting period. <br />See the attached Soil Liner Fill Map for accepted SLF in the Phase 1 area. <br />Cameron Site: SLF processing resumed at the Cameron Site. <br />Underdrain System: <br />Primary Underdrain: Complete. <br />Secondary Underdrain: No work was performed during this reporting period. <br />Tertiary Underdrain: Approximately 100 lineal feet of tertiary underdrain was excavated, lined <br />with non -woven geotextile, filled with underdrain material, and covered with select structural fill <br />above Bench B station B16 +00 in the Phase 1 area. This section of underdrain tied into existing <br />secondary underdrain at the northeast corner of the PSSA crossing the ADR haul road. <br />B) Underground Workings: <br />No underground remediation or confirmatory drilling occurred during this reported period. <br />C) Geomembrane: <br />PSSA <br />Primary and Secondary Geomembrane Liner Installation <br />Complete. <br />2014 10 18WLE2 WEEKLY FINAL Page 2 of <br />