2013-10-22_REPORT - C1996083

• Permit No: C1996083
• IBM Index Class Name: REPORT
• Doc Date: 10/22/2013
• Doc Name: 3rd Quarter 2013 Wastepile Inspection Report
• From: J.E. Stover & Associates, Inc
• To: DRMS
• Permit Index Doc Type: Waste Pile/Fill Report
• Email Name: SLB
• Email Name: SB1
• Media Type: D
• Archive: No

Project: - - Client / On Site Rep:
+ 11-G-
GEOTECH Bowie Resources / B. Bear
Bowie Mine Gob Pile Stability Civil, Structural & Geotechnicaf Engineers Contractor / Rep:
222 South Park Ave. • Montrose. CO 81401 Bowie Resources / Gary Harding
Project No: Date: Ph.: (970) 249 -W28 • FAX: [phone] Technician:
2005126 -CMT 8/28/2013 CONSTRUCTION MATERIALS TESTING G. Jones
MOISTURE / DENSITY SPECIFICATIONS
action 90% Cohesive Soils
rement: Cohesionless Soils
N/A Cohesive Soils
Cohesionless Soils
OBSERVATION/ TESTING
Full Time:
Part Time:
Testing ASTM Cohesive Soils
D698
Cohesionless Soils
DENSITY / COMPACTION TESTING WAS NOT PERFORMED
ON THIS DATE FOR THE FOLLOWING REASONS:
Not Working Due To: IThe Contractor Is:
of Site Visits /Day:
( Only: I
sted By (Company Name):
Bowie Resources
>ufficient amount
material Dlaced.
Weather: Processing Froaen Material: = Processing Wet Material:
Malfunction: Stripping and /or Grubbing: =Masture Conditioning Ory Mat'I:
Stockpiling Fill: = Reproving Unsuitable Mat'I:
FIELD OBSERVATIONS
5
M
T
TEST TYPE
MAX DRY
OPTIMUM
DRY
MOISTURE
PERCENT
NOT
SOIL
LAB SAMPLE
TEST
LOCATION GRADE
LOCATION
ELEV
mp:
X
Still
NUMBER
High
NUC FSAND
MOISTURE
I
DENSITY
CONTENT
COMPACTION
wrrHIN
TYPE
NUMBER
Humid
mldity:
(per
CONT. ( %)
(pC0
( %)
SPEC
916
Pt 5084 (N :20004.65 E:37372.78)
6209.9
X
97.5
11.1
90.0
12.3
923
4171418 r/C @16%
917
Pt 5085 (N :20226.54 E:37367.21)
6223.7
X
94.2
10.8
86.8
10.2
92.1
3391340 r/c @8%
918
JPt 5086 (N:20088.77 E:37485.53) 1
6215.6
1 X
1 99.01
12.0
91.81
14.7
92.7
891/893/894
919
JPt 5087 (N:19977.41 E:37520.22) 1
6200.5
1 X
1 96.31
11.3
88.71
12.61
92.11
1
337A/338 r/C @11%
MOISTURE / DENSITY SPECIFICATIONS
action 90% Cohesive Soils
rement: Cohesionless Soils
N/A Cohesive Soils
Cohesionless Soils
OBSERVATION/ TESTING
Full Time:
Part Time:
Testing ASTM Cohesive Soils
D698
Cohesionless Soils
DENSITY / COMPACTION TESTING WAS NOT PERFORMED
ON THIS DATE FOR THE FOLLOWING REASONS:
Not Working Due To: IThe Contractor Is:
of Site Visits /Day:
( Only: I
sted By (Company Name):
Bowie Resources
>ufficient amount
material Dlaced.
Weather: Processing Froaen Material: = Processing Wet Material:
Malfunction: Stripping and /or Grubbing: =Masture Conditioning Ory Mat'I:
Stockpiling Fill: = Reproving Unsuitable Mat'I:
FIELD OBSERVATIONS
5
M
T
W
Th
III
X
X
X
32 -50
50 -70
70 -85
Lather:
Sun
Clear
Overcast
Rain
imooth Drum Roller:
X
X
To 32
32 -50
50 -70
70 -85
85 Up
mp:
X
Still
Mod
High
nd:
X
Dry
Mod
Humid
mldity:
X
I
ormed (Rep of Company) of Test Results:
Ron Grimland (Bowie Resources)
eld Copies Given To:
05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xis DCR8- 28 -139j #916 -919
:ompaction Equipment Used:
JAT 815
>heepsfoot:
Q
imooth Drum Roller:
libratory:
Other (List Below): =
Buckhom was not informed prior
to our arrival on site that the
contractor would not be working
on this date.
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