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a II <br />A Cat D8T GPS dozer worked on pioneering the southwestern perimeter road near station P2 +00 to P4 +00. <br />Clay (SLF) Processing: <br />Cameron Site: Clay processing continued during this reporting period. Approximately, 241,000 tons of soil liner fill <br />material has been produced to date. <br />Squaw Gulch Clay Borrow Site: No overburden or clay mining 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 2808 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 />Tree /Slash Clearing, Chipping: <br />Trees were removed along the northwestern perimeter road near station Q4 +00 then hauled to the area 34 <br />stockpile. <br />B) Underground Workings <br />Exploratory excavation continues in the VLF area. <br />Confirmatory drilling was performed during this reporting period on underground working No. 6003 and No. U6280. <br />All drill hole locations were established on a 4 -foot center isolating any voids found. Further remediation efforts will <br />be ongoing until remediated. <br />Shot rock was removed at UG U6280 and some backfilling took place further remediation will be required. <br />Underground working No. 6105 and No U6278 were excavated to competent bedrock, then backfilled and <br />compacted. These workings are considered remediated. <br />Found: Appears to be a timbered drainage culvert about 2 feet in height by 5 feet in width. The culvert is located <br />near where the 'old Blacksmith Shop" once stood and continues north into the existing drainage basin and was <br />located under the old RR embankment. The culvert was located, however no UG number assigned. <br />Highway 67 <br />Class 6 material was placed at the edge of the pavement along the shoulders of the Realignment. <br />South MSE Wall: <br />Concrete formwork and rebar installation for the leveling pads occurred at the base of the South MSE Wall. <br />11) Storm Water ManaQenlent <br />Best Management Practices (BMP) is being performed. Erosion control efforts took place during this reporting <br />period following any precipitation. <br />CQA ACTIVTTIE, S: <br />I) Field Activities: Observation of construction activities during this reporting period included: Tree removal, Production <br />drilling and blasting, VLF /PSSA Cut to Fill and compaction, HWY 67and south MSE wall construction, Underground <br />remediation and confirmation drilling, clay (SLF) processing. <br />Page 2 of 6 MLE2 WE 11.9.13. doc <br />