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amee <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 EO+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'h: 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, BO+00 to B6+00, CO+00 to C4+00, EO+00 to <br /> E2+00,J10+00 to J12+00, and Q3+00 to Q10+00. <br /> A Cat 330 excavator was used to cut the slope to rough grade near stations QO+00 to Q2+00. <br /> A Cat 330 excavator worked on shaping and grading the access road near station QO+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 /> Page 2 of 7 MLE2 WE 3 May 2014.doc <br />