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cc <br />ci V <br />compacted each lift with a minimum of 4 passes ( <br />addition a Cat 330 hammer hoe'was used to split n <br />An Amec field representative monitored structural <br />during all shifts. Average structural fill temperature: <br />Secondary Underdrain: <br />No work was performed on the Secondary underdi <br />A total of 1380 feet of Seconda <br />Primary Underdrain: <br />No work was performed on the <br />A total of 1280 feet of Primary i <br />Temporary Underdrain: <br />Temporary underdrain pipe is ii <br />Underdrain Ponds: <br />Concrete for the underdrain Po <br />Tree /Slash Clearing, <br />Seed Masters paused <br />B) Underground Workings <br />During this reporting period no <br />underdrain has <br />has <br />thru the <br />AM `~ <br />Method specification) using a Cat 563 smooth drum roller. In <br />in excess of 24- inches, prior to compaction efforts. <br />II material temperatures placed within the Hwy 67 embankment <br />were above 32 °F <br />ain during this reporting period. <br />;en completed. <br />during this reporting period. <br />completed. <br />No other work occurred during this reporting period. <br />s are complete. I ' o other work was performed. <br />until further noti . <br />mfirmatory drillin_ occurred. <br />During this reporting period no exploratory excava <br />I <br />During this reporting period no temediation efforts <br />i <br />C) Highway 67 <br />Fill continues to be placed an� compacted by n <br />western downstream slope of th4 embankment. <br />11) Storm Water Management ! <br />Best Management Practices (B P) are being perff <br />ACTIVITIES: <br />1) Field Activities: Construction activities and obsei <br />placement and compaction, topsoil' removal, overbur <br />reporting period as required per proje' t specifications. <br />In Laboratory Activities: Laboratory testing continues <br />i Moisture - Density, gradations and material classification <br />this reporting period as required. <br />Page 2 of 6 <br />was performed. <br />performed. <br />specification. A GPS dozer was observed shaping the <br />n for production drilling, cut, HWY 67 embankment fill <br />removal and field sampling were performed during this <br />with Permeability, Particle Size Distribution, Atterberg Limits, <br />id identifications and material sampling were performed during <br />-L - - -- <br />MLE2 WE 06.22.13.doc <br />