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&V amec9 <br />Clay (SLF) Processing: <br />Cameron Site: Clay processing continued during this reporting period. <br />Squaw Gulch Clay Borrow Site: Overburden stripping occurred during this reporting period. <br />Underdrain System: <br />Secondary Underdrain: No work was performed on the Secondary underdrain during this <br />reporting period. <br />A total of 1380 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 Clearing, Chipping: <br />Seed Masters paused operations until further notice. <br />B) Underground Workings <br />Confirmatory drilling was not performed during this reporting period. <br />Exploratory excavation occurred on underground working No. 6167 and No. U6273. Materials removed were used <br />as fill within the ADR haul road. Further remediation efforts will be ongoing until remediated. Summary of the <br />remediation efforts will follow 100% remediation. In addition underground working No, 6202 is known as a <br />stope /alit continue to be excavated in preparation of exploratory drilling <br />No other sites were remediated during this reporting period. <br />Q Highway 67 <br />The bottom mat was laid in a 3 inch mat along both lanes of the embankment portion of the project. <br />Existing asphalt was cut and removed from the south side of Hwy 67 to facilitate the tie -in with the existing Hwy 67. <br />Areas of unsuitable materials were removed and replaced with approved materials. The fill was compacted and <br />proof - rolled. <br />Signs, delineators and lane dividers were installed along the paved portion of the highway. <br />The contractor installed the RCP collar and inlet at Sta. 1028 +50 on the shoulder of the northbound side of the <br />existing highway. <br />The contractor continued spreading a 6 inch thick layer of topsoil on the downstream slope of the HWY <br />embankment. <br />South MSE Wall: <br />Awaiting concrete leveling pad and timber facade placement. <br />Page 2 of 6 MLE2 WE 09.28.13.doc <br />