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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 <br /> HGM Platform Extension CQA <br /> NewFields Job No.475.0106.019 <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: MONDAY,AUGUST 21,2017 <br /> TEMPERATURE: LOW: 50°F TO HIGH:71°F <br /> WEATHER: PARTLY CLOUDY IN MORNING,MOSTLY CLOUDY IN AFTERNOON. RAIN <br /> SHOWERS AT APPROXIMATLEY 2:30PM. <br /> NEWFIELDS PERSONNEL ONSITE: RYAN BARTINGALE,FIELD TECHNICIAN <br /> 1.0 EARTHWORKS <br /> 1.1 General <br /> The access road that extends east from the HGM platform was filled to the approximate <br /> alignment and elevation staked by Foresight West Surveying, Inc. on Friday(8-18). Minor "field <br /> fitting" of the roadway was required to fit the new road with the existing slope and bench <br /> elevation and alignment. <br /> No grading of the HGM platform was completed today. Several small stockpiles of unsuitable <br /> cobbles and boulders that were gathered during platform grading were removed and placed in <br /> appropriate areas away from existing infrastructure. <br /> Red alert for lightning occurred from approximately 2:30 to 4:00pm. <br /> The mill will be shut down tomorrow and Wednesday (8/22-8/23). No work will be completed <br /> on the HGM platform on 8/22, and platform work on 8/23 is dependent on the progress of the <br /> mill work. <br /> 1.2 Subgrade <br /> Subgrade along the access road alignment was compacted with four passes of a BW211 Bomag <br /> vibratory roller prior to placement of select structural fill. <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 /> Page 1 <br />
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