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"Wll M' <br />D9 and D10 dozers. A Cat CS56B smooth drum roller compacted fill while a Cat 330 excavator equipped with a <br />rock hammer broke apart oversize material. <br />A Cat GPS D6, a GPS D8, and a D10 dozer pushed material downslope between stations E0+00 to E2+00 and <br />C5+00 to C8+00. The material was placed as structural fill upslope from station C6+00 by a Cat GPS D8 dozer. <br />The fill was placed and compacted per project specifications. <br />A Cat 345 and Cat 740 haul trucks were used to remove the clay plant reject pile. Material was placed as structural <br />fill at stations F26+00 to F28+00 using a John Deere 1050 dozer. The fill was placed and compacted per project <br />specifications. <br />A John Deere 870 excavator loaded Cat 740 haul trucks with material from the Phase 2 Storm Water Diversion <br />Channel from approximate stations 8+00 to 14+00. A Cat GPS D6 cut and shaped the channel between <br />approximate stations 6+00 to 10+00. The material was transported downslope of stations M22+00 to M27+00 and <br />placed as structural fill by a Cat D8 dozer. A Cat CS56 smooth drum compacted the fill. The structural fill was <br />placed and compacted per project specification. <br />A Cat 345 excavator loaded Cat 740 haul trucks with material from the ADR platform area. The material was <br />transported to the PSSA Embankment and placed as structural fill by a Cat D8 dozer. The fill was compacted by a <br />Cat CS56 smooth drum roller. The structural fill was placed and compacted per project specification. <br />A Cat 345 excavator worked on cutting and rough grading the outboard slope of Phase 2 Diversion Channel near <br />stations 15+00 to 17+00. <br />A Cat smooth drum roller compacted the subgrade between stations FF10+00 and DD14+00 to DD18+00. <br />A Cat GPS D6 dozer cut the perimeter road to grade at stations P4+00 to P6+00. <br />Cat dozers cut the slopes to rough grade between stations FF10+00 and DD14+00 to DD18+00; at the area <br />between the %: 1 slope and the ADR platform; from the edge of ADR haul road to the PSSA floor at ADR haul road <br />stations 0+00 to 10+00; and downslope of stations A6+00 to Al2+00, B0+00 to B6+00, C0+00 to C4+00, E0+00 to <br />E2+00, J10+00 to J12+00, and Q3+00 to Q 10+00. <br />A Cat 330 excavator was used to cut the slope to rough grade near stations Q0+00 to Q2+00. <br />A Cat 330 excavator worked on shaping and grading the access road near station Q0+00 to Q4+00. <br />A Cat 345 excavator placed 12 -oz. non -woven geotextile fabric and D50 =15' rip rap at the Phase 1 Diversion Pond <br />spillway. <br />Note: An AMEC field professional monitored structural fill material temperatures placed within fill areas. Average <br />structural fill temperatures were above 32 °F. <br />Clay (SLF) Processing: <br />Cameron Site: No clay mining or processing occurred at the Cameron Site. Approximately 244,860 tons of clay / <br />soil liner fill (SLF) material have been produced at the Cameron site. SLF produced from the operation remains <br />stockpiled at Cameron Site for future use. <br />Squaw Gulch Clay Borrow Site: Clay mining and processing occurred at the Squaw Gulch Clay Borrow Site. <br />Approximately, 117,500 tons of soil liner fill material has been produced at the Squaw Gulch Clay Borrow Site to <br />date. <br />Pau 2 of 7 MLE2 WE 3 May 2014.doe <br />