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2018-02-08_REPORT - M1980244 (2)
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2018-02-08_REPORT - M1980244 (2)
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Entry Properties
Last modified
2/9/2018 11:06:53 AM
Creation date
2/9/2018 10:30:22 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Report
Doc Date
2/8/2018
Doc Name Note
Certification Report Comments
Doc Name
Certification Report Comments
From
CC&V / Newmont
To
DRMS
Type & Sequence
TR89
Email Name
TC1
Media Type
D
Archive
No
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Newmont Mining Corporation <br /> Cripple Creek&Victor Gold Mine t <br /> HGM Platform Extension CQA <br /> Newfields Job No.475,0106.019 <br /> ;.J ,August.1:3,2011 <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: FRIDAY,AUGUST 18,2017 <br /> TEMPERATURE: LOW:42°F TO HIGH:75°F <br /> WEATHER: PARTLY CLOUDY ALL DAY <br /> NEWFIELDS PERSONNEL ONSITE: RYAN BARTINGALE, FIELD TECHNICIAN <br /> 1.0 EARTHWORKS <br /> 1.1 General <br /> The HGM platform was raised between 1 and 12 inches to meet final grade elevation of 9906 <br /> feet above sea level. Most of the HGM platform is now at the final grade elevation. The HGM <br /> platform elevation was surveyed by Schmueser Associates. Prior to placement of fill, unsuitable <br /> material located on the surface of the HGM platform, including large cobbles/boulders, were <br /> loaded and transported to a waste stockpile. <br /> Foresight West Surveying, Inc. (FWS) arrived on-site at approximately 9am. FWS surveyed the <br /> access roadway,existing utilities, proposed utilities, and extent of the HGM platform. According <br /> to the survey, the access roadway alignment was adjusted and raised approximately 12 inches. <br /> The roadway is not yet to final grade or alignment. <br /> 1.2 Subgrade <br /> The existing mill platform was cleared of surficial unsuitable material, primarily large cobbles and <br /> boulders, with the loader and then compacted with the roller in order to provide a competent <br /> surface for the select structural fill to tie in with. <br /> 1.3 Select Structural Fill(SSF) <br /> Select structural fill was transported and dumped using two Volvo A4OF articulated dump trucks <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 a method <br /> specification for compaction. <br /> Page 1 <br />
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