2013-08-23_REPORT - M1980244 ‎(4)‎

• Permit No: M1980244
• IBM Index Class Name: REPORT
• Doc Date: 8/23/2013
• Doc Name: Weekly CQA Reports- 7/06/13 and 7/13/13.
• From: CC&V
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

i
•
CRIPPLE CREEK & VICTOR GOLD MINING Co.
Squaw Gulch (VLF), HWY 67 Realignment Field Monitoring Summary Weekly Report
Owner: Cripple Creek & Victor Gold Mining Co. Project Number: Date
Project: Squaw Gulch (VLF), Hwy 67 Realignment 74201125N0. * * * *. * * ** 07.06.2013
Location: Cripple Creek & Victor Gold Mine, Colorado
Contractor: Ames Construction Co. Inc.
Reporting Period: 06.30.13 thru 07.06.13
Days
S
M
T
W
T
F
S
Work Shifts
-
D
D
-
N
N
-
-
-
-
D = Day Shift N = Night Shift
W = Weather
Da
DivIS 10N l,
Mlly /N��yD S� �r fl ©�Y
Y
Ambient Temperature Ranges for reporting period: Weather_ conditions for reporting period: ^_
Low: 43 °F — 45°F Cloud Cover: Cloudy / partly Cloudy /Clear
High: 75 °F — 77 °F f Precipitation: Light P.M. Showers
Wind: Calm to Gusts at times
Ames: Structural fill haul was shut down on Monday the I" at approximately 14:15hrs due to slick haul road
conditions caused by afternoon rains. Night shift was called off at approximately 19:45 hrs due to the wet
conditions as-well.
No work occurred on July 4'h, 5`t' and 6`h of July in observance of Holiday. Construction is expected to
resume on Monday July 8"'.
Amec: None
Project Issues: Haul Road design — Projects is waiting on confirmation from Mine operations to proceed with
design option
Planning: Continuing Construction activities and scheduling for VLF and HWY 67.
CONSTRUCTION ACTIVITIES and PROGRESS:
I) Earthworks
A) VLF (Phase 1)
Topsoil Stripping:
No topsoil stripping occurred during this during this reporting period. However the contractor is expected to resume
during the next reporting period.
Structural Fill:
Production drilling was performed during this reporting period within the planned limits of the PSSA and in several
k)cations within the planned VLF Phase I limits.
Three production blasts's occurred during this reporting period within the planned PSSA and planned VLF Phase I
limit's. In addition 'cut" material was generated as structural fill using several Cat dozers in several locations within
the VLF Phase I limits. Material generated as structural fill was transported by Cat 777 and 740 haul trucks for the
HWY 67 embankment fill.
Page 1 of 6 MLE2 WE 07.06.13.doc