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Newmont Mining Corporation <br /> Cripple Creek&Victor Gold Mine <br /> HGM Platform Extension CQA <br /> NewFields Job No.475.0106.019 <br /> Thursday,August 03,2017 <br /> FIELD DAILY PROGRESS REPORT <br /> PROJECT: HIGH GRADE MILL(HGM) PLATFORM EXTENSION <br /> SITE: CRIPPLE CREEK &VICTOR GOLD MINE (COLORADO) <br /> CONTRACTOR: SCHMUESER ASSOCIATES <br /> DATE: THURSDAY,AUGUST 03,2017 <br /> TEMPERATURE: LOW:44°F TO HIGH:71°F <br /> WEATHER: MOSTLY CLEAR,AFTERNOON THUNDERSTORM WITH PRECIPITATION <br /> NEWFIELDS PERSONNEL ONSITE: ERIC NIEBLER, FIELD TECHNICIAN <br /> 1.0 EARTHWORKS <br /> 1.1 General <br /> Existing berms along the mill platform were moved back from the slope to perform work below <br /> the slope. <br /> 2.2 Subgrade <br /> Existing slopes between the mill platform and road beneath it were cleaned of unsuitable <br /> material, primarily large cobbles and boulders, with an excavator in order to provide a <br /> competent surface for the select structural fill to tie in with. The existing subgrade along the <br /> road beneath the mill platform was deemed as acceptable material. An excavator was used to <br /> scarify the surface a minimum of six inches before compacting it with a BW211 Bomag Roller. <br /> 1.3 Select Structural Fill (SSF) <br /> Three loads (approximately 25 CY per load) of select structural fill were transported and <br /> dumped by a Volvo A4OF articulated dump truck. The fill was spread using an excavator to a <br /> loose thickness of 12 inches and left to be compacted the following day. <br /> 2.0 NEWFIELDS AND/OR CONTRACTOR FIELD/LABORATORY TESTING <br /> A sample of select structural fill was collected and tested for moisture content on site by <br /> NewFields personnel. The fill tested at 7.6%moisture content, within the allowable range. <br /> 3M MEETINGS AND COMMUNICATIONS <br /> NewFields personnel attended the Schmueser Associates Daily Safety Meeting. <br /> Page 1 <br />