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amed9 <br /> A John Deere 850 excavator loaded Cat 740 haul trucks with material at the Phase 2 Diversion Channel. The <br /> material was placed as structural fill near Diversion Channel stations 22+00 to 24+00. The structural fill was placed <br /> and compacted per project specification. <br /> A Cat dozers pushed material downslope from Dump 4 and placed it as structural fill near stations M22+00 to <br /> M26+00. The structural fill was placed and compacted per project specification. <br /> A Cat 312 excavator and a D6 GPG dozer re-graded the trench for the Low Volume Solution Collection(LVSC)riser <br /> piping in the southeast corner of the PSSA between the closure drains and the 9450'elevation bench. The trench <br /> was also compacted to finish subgrade. <br /> A Cat GPS D8 dozer cut the slope to rough grade downslope of stations C3+00 through C4+00. The material was <br /> pushed to stations A2+00 to A6+00 where a John Deere 850 excavator loaded Cat 740 haul trucks with the <br /> material. The material was transported to the rip rap prescreen area. <br /> A Hitachi 200 excavator loaded out oversized processed material from the clay plant into Cat 740 haul trucks. The <br /> material was transported to near stations F26+00 to F28+00 where it was placed as structural fill. The material was <br /> placed and compacted per project specifications. <br /> The southern ADR platform floor and side-slopes were compacted to finished grade and a surface acceptance was <br /> performed prior to transporting Soil Liner Fill(SLF)in Cat 740 haul trucks from the Squaw Gulch processed clay <br /> stockpile to the ADR platform. The SLF was stockpiled for future subsequent SLF placement and compaction. See <br /> the attached subgrade surface acceptance map for further location details. <br /> A Cat D10 dozer pushed material downslope from Dump 4 and placed it as structural fill near ADR haul road <br /> stations 65+00 to 70+00. The structural fill was placed and compacted per project specification. <br /> A Cat GPS D7 dozer and a Cat 345 hammer hoe cut the slope to rough grade and broke oversized material in the <br /> subgrade between station 138+00 to B16+00 and DD4+00 to DD12+00. <br /> A Cat 330 excavator scaled the northern end of the''/2:1 slope. <br /> A Cat GPS D6 dozer worked on grading the west perimeter road near station Q2+00 to Q0+00. <br /> Cat 740 haul trucks end dumped several loads of fine material for finish grading of the PSSA floor. <br /> Slope grading and contouring occurred at various locations below elevation 9450 within the PSSA 2H: 1V slopes. <br /> Excess cut was transported out of the PSSA and into designated fill areas. <br /> A Cat 330 excavator scaled the northern end of the%:1 slope. <br /> A Cat GPS D6 dozer worked on grading the west perimeter road near station Q2+00 to 00+00. <br /> Clay(SLF)Processing: <br /> Cameron Site: No clay mining or processing occurred at the Cameron Site. Approximately 244,860 tons of clay I <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, 133,100 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 24 May 2014.doc <br />