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2014-07-28_REPORT - M1980244
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2014-07-28_REPORT - M1980244
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Last modified
8/24/2016 5:46:06 PM
Creation date
7/29/2014 1:50:07 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
7/28/2014
Doc Name
Weekly construction quality assurance report week ending 7/5/14, 7/12/14
From
CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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WTI im <br />CRIPPLE CREEK & VICTOR GOLD MINING Co. <br />ANGLOGOLD ASHANTI (COLORADO) <br />SQUAW GULCH (VLF) & HWY 67 RE- ALIGNMENT MONITORING WEEKLY REPORT <br />Owner: Cripple Creek & Victor Gold Mining Co. Project Number: 74201125NO <br />Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: July 12, 2014 <br />Location: Cripple Creek & Victor Gold Mine, CO <br />Contractor: Ames Construction, Inc. <br />Reporting Period: 07.06.2014 through 07.12.2014 <br />Days S M T W T F S <br />-- - -- ` <br />Work Shifts ! D I D D D D! DD <br />D =Day Shift N =Night Shift W= Weather day <br />Ambient Temperature Ranges <br />Highs: 80 °F to 70 °F <br />Lows: 47 °F to 53 °F <br />Week <br />Weather Conditions During Week: <br />oud Cover: Partly cloudy <br />ecipitation: Rain - Mon, Tues, Wed, Fri, Sat <br />nd: Variable <br />Ames: Continuing construction tasks for the Valley Leach Facility (VLF). <br />Planning: Continuing construction activities and scheduling for the VLF. <br />CONSTRUCTION ACTIVITIES AND PROGRESS: <br />1) Earthworks <br />A) VLF (PSSA) <br />Topsoil /Overburden Stripping: None. <br />Tree Grubbing and Clearing, Chipping: None. <br />Production Drilling: Production drilling was performed within the VLF limits. <br />Production Blasting: Two production blast occurred within the VLF. <br />Structural Fill: <br />All structural fill material discussed below was placed and compacted per the technical <br />specifications. <br />A John Deere 850 excavator loaded Cat 777 haul trucks with shot rock from the northeastern cut <br />area of the PSSA below Bench B. Cat dozers were cutting material from the Anaconda Mine <br />Complex. Material from these areas was transported to the ADR haul road fill between STA <br />58 +00 to 60 +00 and STA 65 +00 and 70 +00 where it was placed as structural fill by Cat dozers. <br />Cat dozers were finish grading between Bench D and Bench F. A Cat vibratory roller compacted <br />the subgrade according to project specifications. <br />2014.07.12 -mle2 weekly final Page 1 of 7 <br />
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