Laserfiche WebLink
<br />Amec Foster Wheeler Environment & Infrastructure, Inc. <br />2000 S. Colorado Blvd., Suite 2-1000 <br />Denver, CO 80222 <br />Tel: +1 (303) 935-6505 <br />Fax: +1 (303) 935-6575 <br />amecfw.com <br />16 September 2016 <br /> <br /> <br /> <br /> <br />Ron DiDonato <br />Newmont Mining Corporation <br />Post Office Box 191 <br />Victor, Colorado 80860 <br /> <br /> <br />Re: Structural Fill Monitoring for Phase 1 the Squaw Gulch Valley Leach Facility <br /> <br />Dear Mr. DiDonato: <br /> <br />Per Newmont Mining Corporation’s (Newmont) request, Amec Foster Wheeler Environment & <br />Infrastructure, Inc. (Amec Foster Wheeler) has prepared this letter regarding temperature <br />monitoring of soil liner fill (SLF) and structural fill at the Phase 1 Squaw Gulch Valley Leach <br />Facility (SGVLF). The dates associated with the recorded temperatures discussed for SLF <br />placement range from 2 December 2015 through 10 December 2015. However, it should be <br />noted, as per the footnote on Table 2 attached, Amec Foster Wheeler did not certify the SLF <br />placed during these dates because the placement of liner and DCF was not completed while <br />Amec Foster Wheeler was the Quality Assurance consultant. <br />Temperature readings for SLF using a thermometer are possible because it is fine grained <br />material, thereby allowing a thermometer to be inserted at different depths to accurately <br />measure temperature. Temperature readings in SLF were typically recorded at 3 inches and 6 <br />inches below the fill surface per the project specifications. SLF was placed in Phase 1 of the <br />SGVLF until 10 December 2015. Between 11 December 2015 and 29 February 2016, no SLF <br />material was placed. Amec Foster Wheeler was no longer responsible for Quality Assurance <br />testing for SLF material placed after 29 February 2016. <br />We have attached Table 2 - Fill Temperature Monitoring Summary from the Squaw Gulch Valley <br />Leach Facility Phase 1 (9,550-foot Elevation Bench to Geomembrane Panel P1635 dated <br />January 2016) record of construction report. The footnote on page two outlines that the SLF <br />material placed on the indicated days was not certified with the record of construction report; <br />however, it does indicate that the material placed during that time was above freezing. Final <br />approval of the SLF and geomembrane materials of the indicated dates was to be certified by <br />the succeeding Quality Assurance consultant. Any removal and replacement of SLF or <br />geomembrane materials after 29 February 2016 was not monitored by Amec Foster Wheeler <br />staff. <br />Structural fill is typically composed of rocky material, with more than 30 percent of the material <br />over ¾ inch rock size. As indicated in Section 02200 Earthwork, Subsection 3.06, Item B of the <br />Project Specifications, structural fill materials placed containing more than 30 percent rock <br />materials over ¾ inch require a method compaction technique. Because of the rocky material <br />and the method compaction, neither nuclear density testing nor temperature monitoring with a <br />thermometer are possible.