Laserfiche WebLink
Newmont Mining Corporation I I <br /> Cripple Creek&Victor Gold Mine <br /> HGM Platform Extension CQA <br /> NewFields Job No.475.0106.019 <br /> Wednesday,August 09,2017 <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: WEDNESDAY,AUGUST 09, 2017 <br /> TEMPERATURE: LOW:41°F TO HIGH: 70°F <br /> WEATHER: MOSTLY CLEAR,AFTERNOON THUNDERSTORM WITH PRECIPITATION <br /> NEWFIELDS PERSONNEL ONSITE: ERIC NIEBLER, FIELD TECHNICIAN <br /> EARTHWORKS <br /> 1.1 General <br /> Berms along the edge of road beneath the mill platform were continually raised to appropriate <br /> heights as the road was raised with lifts of select structural fill. <br /> 1.2 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 and then compacted with the <br /> roller in order to provide a competent surface for the select structural fill to tie in with. <br /> 2.3 Select Structural Fill (SSF) <br /> Select structural fill was transported and dumped by a Volvo A4OF articulated dump truck <br /> (approximately 25 CY per load). The fill was spread using a Volvo H061 loader to a maximum, <br /> loose thickness of 12 inches and compacted with a BW211 Bomag roller using the method <br /> specification for compaction. Elevations on the east end of the road beneath the mill platform <br /> are at approximately 9900 feet. <br /> 2.0 NEWFIELDS AND/OR CONTRACTOR FIELD/LABORATORY TESTING <br /> Two samples of select structural fill were collected and tested for moisture content on site by <br /> NewFields personnel. The fill tested at 8.9 and 8.5 percent moisture content, within the <br /> allowable range. <br /> Page 1 <br />