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ameO <br />A cat D6N GPS was utilized for slope contouring for the Phase I and 11 ponds. <br />See Hwy 67 embankment fill below for additional detail on materials placed. <br />Note: An Amec field representative monitored structural fill material temperatures placed within the areas of fill <br />during all shifts. Average structural fill temperatures were above 32 °F. <br />Clay (SLF) Processing: <br />Cameron Site: Clay processing continued during this reporting period. <br />Squaw Gulch Clay Borrow Site: Overburden removal occurred during this reporting period. <br />Underdrain System: <br />Secondary Underdrain: No work was performed on the Secondary underdrain during this reporting period. <br />Approximate total of 2126 feet of Secondary underdrain has been completed. <br />Primary Underdrain: No work was performed on the Primary underdrain during this reporting period. <br />A total of 1280 feet of Primary underdrain has been completed. <br />Temporary Underdrain: No work was performed on the temporary underdrain during this reporting period. <br />Tree /Slash Clearinq, Chipping: <br />Trees were removed along the former hwy67 roadway below to uppercut area and west of the crib wall then hauled <br />to the area 34 stockpile. <br />B) Underground Workings <br />Exploratory excavation was performed on underground working No. 6011, No.U6281, No 6003, No.6004 and <br />No-6202, These sites require further remediation efforts until considered remediated. <br />Confirmatory drilling was performed during this reporting period on underground working No.6268, No. 6283, No. <br />U6280. All drill hole locations were established on a 4 -foot center isolating any voids found. Further remediation <br />efforts will be ongoing until remediated, Summary of the remediation efforts will follow 100% remediation. <br />Cemented Rockfill placement continues for UG No, 6167 and No. U6273. <br />Undergound working No. 6284, No. 6286, No.6287 and No. 6288 were excavated to competent bedrock, then <br />backfilled and compacted completing the listed working and are considered remediated. <br />Underground working No. 6289, No. 6290 and No. 6279 are pending further remediation efforts, <br />Q Highway 67 <br />Culvert installation occurred at the overlook Sta. 11+00. <br />Overlook excavation took place and replaced unsuitable materials with approved sub -base materials. Class 6 (ABC) <br />were placed and compacted, followed by a proof roll and approved for bottom mat asphalt placement. <br />A 3 inch bottom mat of Asphalt was placed during the reporting period for the victor (South) tie -in area and the <br />Cripple Creek (North) tie -in area. <br />Page 2 of 6 MLE2 WE 10.19.13.doc <br />