2010-10-07_REPORT - C1996083

• Permit No: C1996083
• IBM Index Class Name: Report
• Doc Date: 10/7/2010
• Doc Name: 3rd Quarter 2010 Wastebank Inspection Report
• From: J.E. Stover & Associates
• To: DRMS
• Permit Index Doc Type: Waste Pile/Fill Report
• Email Name: JJD
• Email Name: SB1
• Media Type: D
• Archive: No

Project:
• ' GEOTECH Client / On Site Rep:
Bowie Resources / Basil Bear
Bowie Mine Gob Pile Stability __..__.:._.__._....._.._.......------- ___..._._...-..___ ......:.:...._...._..___.,___..,__._..
Civil, Structural & Geotechnicai Engineers
CO 81401
222 South Park Ave
• Montrose Contractor / Rep:

Bowie Resources / Tracy M.
Project No:
2005126-CMT Date:
7/8/2010 .
,
Ph.: [phone] • FAX: [phone]
CONSTRUCTION MATERIALS TESTING LABORATORY Technician:
G. 3ones
DAILY CO MPACTIO N REPORT
LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT
% SOIL LAB SAMPLE
TEST
NUMBER GRADE ELEV FE E DENSITY
(pC0 MOISTURE
CONT, (%) DENSITY
(ptfi) CONTENT
(%) COMPACTION 1N
W
SPEC TYPE NUMBER
391 PT#4538 N 19195.15/E37849.61 6056.8 X 102.2 9.4 94.2 10.1 92.2 Gob 331A & 334 r/c @ 15%
392 PT#4539) N 19366.87/E37993.44 6064.6 X 98.5 9.9 91.5 13.4 92.8 cob 333 & 336 r/c @ 15%
393 (PT#4540 N19345.88/E37661.22 6091.0 X 96.9 10.2 91.8 13.2 94.7 Gob 339 & 340 r/c @ 14%
394 (P #4541) N 19317.90/E37547.84 6089.2 X 95.0 11.4 90.1 11.6 94.8 Gob 330A & 335 r/c @ 10%

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1

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MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS
Specified Date: Compaction Equipment Used:
Compaction Cohesive Soils
Requirement: 9007° + Cohesionless Soils Full Time: Day: 5 M T W Th
X F S
Sheepsfoot: 0
Part Time: A Weather: Sun Clear Overcast Rain Snow CAT 815
Specified x X Smooth Drum Roller:
Moisture Cohesive Soils
Requirement: N/A Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 50-70
X 70-85 85 Up
Vibratory:
Testing Only: I^ Wind: Still Mod High
Requested By (Company Name): X Other (List Below):
ASTM Laboratory Testing Cohesive Soils
Procedure: D-69 6gg
Cohesionless Soils Tracy Matekovic Humidity: Dry

x Mod Humid
DENSITY / COMPACTION
ON THIS DATE FOR TESTING WAS NOT PERFORMED
THE FOLLOWING REASONS: 71nsufflticlent amount
erial placed. Informed (Rep of Company) of Test Results:
Tracy M.
Buckhorn was not informed prior
iv
ite that the
l
t
Contractor Not Working Due To: The Contractor Is: o our arr
a
on s
contractor would not be working

Inclement Weather:

Equipment Malfunction:
Processing Frozen Material: Processing Wet Material:

Stripping and/or Grubbing: =Moisture Conditioning Dry Matt: Field Copies Given To:

Contractor:
Client: on this date.

Unknown:
Stockpiling Fill: Removing Unsuitable Maul: CM/GM:
Other: PAGE 1 OF 1
05-126-CMT Bowie Mine No. 2 Gob Pile Stability CC-S7 7.19.10.xis DCR7-8-10gj#391