2009-07-24_REPORT - C1996083 ‎(2)‎

• Permit No: C1996083
• IBM Index Class Name: REPORT
• Doc Date: 7/24/2009
• Doc Name: 2nd Quarter 2009 Waste Bank Inspection
• From: J.E. Stover & Associates
• To: DRMS
• Permit Index Doc Type: Waste Pile/Fill Report
• Email Name: JJD
• Media Type: D
• Archive: No

Project: ......................... ........ ...... ..._.......................... ...;
• - GEOTECH
J:
............................................................................. Client / On Site Rep:

Bowie Resources / B. Bear
Bowie Mine Gob Pile Stability ................. I...-..""' - .....................................................
Civil, Structural & Geotechnical Engineers
222 South Park Ave
• Montrose
CO 81401 Contractor / Rep:
Load Out Services / Ty Hyatt
Project No:
2005126-CMT Date:
4/8/2009 ,
.
Ph.: [phone] - FAX: [phone]
CONSTRUCTION MATERIALS TESTING LABORATORY Technician:
L. Sanchez
DAILY CO MPACTION REPORT
TES LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE
T
NUMBER
Embankment Gob - Gob Pile No. 2, Slope Embankment GRADE ELEV NUC SAND DENSITY
(pcf) MOISTURE
CONT. (%) DENSITY
(pcf) CONTENT
(%) COMPACTION wrTHlN
SPEC TYPE NUMBER
257 1D-r#430-)N i 0A-)7 n7 /C -MQ7 O'7
ii.4?r?i 3i nn n
61V?.7 v n n' n
7V.V in i
LV..L n9 11
7G.L t
16.1 nn t
77.1 1.
i3.ob
#2213&22y t/(. I-WW 17A
258 (PT#4393) N19483.67/E37476,27 6110.7 X 97.1 10.2 96.0 14.1 98.9 gob #228 & 229 r/C 0 1S%
259 (PT#4394) N19474.08/E37394.16 6110.8 X 96.8 10.2 98.5 16.1 101.8 gob #228 & 229 r/c @ 14°

MOISTURE / DENSITY SPECIFICATIONS OBSE RVATION / TESTING FIELD OBSERVATIONS
Specified Date: Compaction Equipment Used:
Compaction 90%+ Cohesive Soils X
Requirement: Cohesionless Soils Full -rime: Day: S M T W
X Th F S
Sheepsfoot: ?X
Part Time: Weather: Sun Clear Overcast Rain Snow
Specified x X Smooth Drum Roller:
Moisture /A Cohesive Soils X
Requirement: Cohesionless Soils Number of Site Visits/Day: .-?1- _ Temp: To 32 32-50
X 50.70
X 70-8S 85 Up
Vibratory:
Testing Only: Wind: Still Mod High
Requested By (Company Name): X X Other (List Below):
Laboratory Testing
Procedure: ASTM-698 Cohesive Soils X
Cohesionless Soils
Ty Hyatt / Load Out Services
Humidity:
Dry
X
Mod
Humid
Haul Traffic
DENSITY / COMPACTION TESTING WAS NOT PERFORMED
ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount
lof material placed. Informed (Rep of Company) of Test Results:
Ty Hyatt /Load Out Services
Buckhorn was not informed prior
Contractor Not Working Due To: The Contractor Is: to our arrival on site that the
contractor would not be workin

Inclement Weather:

Equipment Malfunction:

Processing Frozen Material: =Processing Wet Material:

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

Contractor:
Client: g
on this date.

Unknown:
stockpiling Fill; =Removing Unsuitable Mafl: CM/GM:
Other: PAGE 1 OF 1
05-126-CMT Bowie Mine Gob Pile Stability.xls DCR4-8-091s#257-aa