2011-10-17_REPORT - C1996083 ‎(3)‎

• Permit No: C1996083
• IBM Index Class Name: REPORT
• Doc Date: 10/17/2011
• Doc Name: 3rd Quarter 2011 Wastebank
• From: J.E. Stover & Associates, Inc
• To: DRMS
• Permit Index Doc Type: Waste Pile/Fill Report
• Email Name: JJD
• Email Name: SB1
• Media Type: D
• Archive: No

Project:
Bowie Mine Gob Pile Stability
Civil,
CONSTRUCTION
--
-.....
Client Client / On Site Rep:
Bowie Resources / B. Bear
BUCKHOR
-____......_.. ._...____..._...__...._..
Structural
222 South Park
Ph.: [phone]
MATERIALS
GEOTECH
;
_____.
81401
LABORATORY
- - -.._ r_.__- __._.._
& Geotechnicai Engineers
Ave.. • Montrose, CO
• FAX: [phone]
TESTING
Contractor / Re
Bowie Resources I Gary Harding
I Project No:
2005126 - CMT
Date:
8/16/2011
Technician:
J. Harshman
DAILY COMPACTION REPORT
TEST
NUMBER
LOCATION
GRADE ELEV
TEST TYPE
MAX DRY
DENSITY
(pcf)
OPTIMUM
MOISTURE
CONT. ( %)
DRY
DENSITY
(pcf)
MOISTURE
CONTENT
( %)
PERCENT
COMPACTION
NOT
WITHIN
SPEC
SOIL
TYPE
LAB SAMPLE
NUMBER
NUC
SAND
511
Pt. #4659 (N:19261.0/E:37711.84)
6067.0
X
81.2
16
80.2
15.4
98.7
498/490 r/c @9
512
Pt. #4660 (N:19190.11/E:37741.96)
6065.5
X
85.4
13.8
80.3
14.4
98.1
513
Pt. #4661 (N:19349.76/E:37851.13)
6089.4
X
94.0
11.7
90.5
11.1
96.3
417/418 r/c @9%
} 514
Pt. #4662 (N :19525.22/E:37807.87)
6100.5
X
95.7
10.5
86.5
15.3
90.3
333/336 r/c @7%
515
Pt. #4663 (N:19530.43/E:37917.94)
6100.2
X
95.4
10.8
88.5
10.9
92.7
339/340 r/c @11%
516
Pt. #4664 (N:19471.58/E:38055.45)
6081.1
X
96.5
11.1
86.9
15.2
90.1
337a/338 r/c @12%
517
Pt. #4665 (N:19580.31/E:37195.25)
9144.6
X
98.5
9.9
89.0
15.6
90.3
333/336 r/c @16
518
Pt. #4666 (N:19523.71/E:37234.45)
6145.9
X
96.7
10.4
89.2
11.2
92.3
339/340 r/c @14%
519
Pt. #4667 (N:19574.96/E:37531.08)
6143.0
X
95.7
10.1
86.3
11.2
90.1
339/340 r/c @11%
MOISTURE / DENSITY SPECIFICATIONS
OBSERVATION / TESTING
FIELD OBSERVATIONS
Specified
Compaction Cohesive Soils
Requirement: 90% Cohesionless Soils
X
Full Time:
Part Time:
Number of Site Visits /Oay:
Testing Only:
Requested By (Company Name):
Bowie Resources
Date:
Day:
Weather:
Temp:
Wind:
Humidity:
16/2011
Compaction Equipment
Sheepsfoot:
Smooth Drum Roller:
Vibratory:
Other (List Below):
Used:
I
S
M
rx
W
Th
F
S
I X I
I
Sun
Clear
X
Overcast
Rain
Snow
Specified
Moisture Cohesive Soils
Requirement: Ci /a Cohesionless Soils
X
I I
To 32
32 - 50
50 - 70
70 - 85
X
85 Up
I
X I
Still
X
Mod
High
Laboratory Testing ASTM D-
Cohesive Soils
Procedure: 698
Cohesionless Soils
X
I
Dry
X
Mod
Humid
DENSI3DENSITY /COMPACTION TESTING WAS NOT PERFORMED
ON THIS DATE FOR THE FOLLOWING REASONS:
Insufficient amount
of material placed.
Informed
Company) Reo of
( p Y) of Test Results:
Ron Grimland
Buckhorn
to
contractor
was
our arrival
would
on
not informed prior
on site that the
not be working
this date.
ontractor Not
Inclement Weather:
Equipment Malfunction:
Unknown:
Working Due To: The Contractor Is:
Wet Material:
Conditioning Dry
Unsuitable Mat'i:
Field Copies
Given To:
ME Processing Frozen. Material:
, Processing
Contractor:
I I
MN Stripping and /or Grubbing:
I Moisture
Mat'I: (
Client:
CM /GM:
PAGE 1 OF 1
1111111 Stockpiling Fill:
I 'Removing
(
Other:
05- 126-CMT Bowie Mine No. 2 Gob Pile Stability 2009 +.xls DCR8- 16 -11jh #511