DRC-2010-006190 - 0901a068801e513d

DRC-2010-00619
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Denison Mines (USA) Corp.
105017th Street, Suite 950
Denver, CO 80265
USA
Tel: [phone]
Fax:[phone]
www.denisonmines.com
DENISO
MINES
November 30, 2010
VIA OVERNIGHT DELIVERY
Rusty Lundberg
Director
Division of Radiation Control
Utah Department of Environmental Quality
195 North 1950 West
P.O. Box 144810
Salt Lake City, UT 84114-4820
Re: Cell 4B Construction Quality Assurance Report
Dear Mr. Lundberg:
Enclosed you will find two (2) copies of the White Mesa Mill Cell 48 Construction Quality Assurance Report,
plus a CD with PDF versions of all the documents. The Report was prepared for Denison Mines (USA) Corp.
("DUSA") by GeoSyntec Consultants, San Diego, California. This report is in response to the requirements of
the June 17, 2010 revised Ground Water Quality Discharge Permit (UGW370004), and the June 17, 2010
revised Radioactive Matehals License (UTI900476).
If you have any immediate questions please feel free to contact me at 303 389-4160.
Yours very truly,
DENISON MINES (USA) CORP.
Harold R. Roberts
Executive Vice President - U.S. Operations
cc: Ron F-. Hochstein, DUSA
Jo Ann Tischier, DUSA
Steve R. Snyder, DUSA
Gregory T. Corcoran, GeoSyntec Consultants

Prepared for
Denison Mines (USA) Corp.
6425 S. Highway 191
P.O. Box 809
Blanding, UT 84511
CELL 4B CONSTRUCTION QUALITY
ASSURANCE REPORT
WHITE MESA MILL
BLANDING, UTAH
Prepared by

10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Project Number SC0349
November 2010

SC0349 CQA ReportF 20101130_NL i November 2010
TABLE OF CONTENTS
Page
1. INTRODUCTION ................................................................................................ 1
1.1 Terms of Reference ............................................................................................... 1
1.2 Report Organization ............................................................................................. 1
2. PROJECT DESCRIPTION .................................................................................. 3
3. CONSTRUCTION QUALITY ASSURANCE PROGRAM ............................... 5
3.1 Introduction .......................................................................................................... 5
3.2 Project Documents ................................................................................................ 5
3.3 Design Changes .................................................................................................... 6
3.3.1 DCN-01, South Berm Access Road ................................................ 6
3.3.2 DCN-02, Cell Size Reduction ......................................................... 6
3.3.3 DCN-03, Interface Shear ................................................................. 6
3.3.4 DCN-04, Anchor Trench Beneath Spillway ................................... 6
3.3.5 DCN-05, Sump Details ................................................................... 6
3.3.6 DCN-06, Slimes Drain Sand Bag Placement .................................. 7
3.4 Scope of Services .................................................................................................. 7
3.4.1 CQA Activities ................................................................................ 7
3.4.2 Construction Record Drawings ....................................................... 7
3.4.3 Final Report ..................................................................................... 7
3.5 Project Personnel .................................................................................................. 7
4. CONSTRUCTION QUALITY ASSURANCE – WELL ABANDONMENT ... 10
4.1 General ................................................................................................................ 10
4.2 CQA Monitoring and Testing – Well Abandonment ......................................... 10
5. CONSTRUCTION QUALITY ASSURANCE - EARTHWORKS ................... 11
5.1 General ................................................................................................................ 11
5.2 CQA Monitoring and Testing - Vegetation Removal ........................................ 11

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5.3 CQA Monitoring and Testing – Grading ............................................................ 11
5.3.1 Overview ....................................................................................... 11
5.3.2 Compaction and Moisture/Density Testing .................................. 11
5.3.3 Particle Size Test Results .............................................................. 12
5.4 CQA Monitoring and Testing – Anchor Trench Construction ........................... 12
5.4.1 Overview ....................................................................................... 12
5.4.2 Compaction and Moisture/Density Testing .................................. 12
6. CONSTRUCTION QUALITY ASSURANCE - GEOSYNTHETICS .............. 13
6.1 General Overview ............................................................................................... 13
6.2 Geosynthetic Clay Liner (GCL) CQA ................................................................ 14
6.2.1 General .......................................................................................... 14
6.2.2 Conformance Testing and Documentation.................................... 15
6.2.2.1 Manufacturer Quality Control Documentation ............ 15
6.2.2.2 Sampling and Conformance Testing ............................ 15
6.2.3 Construction Quality Assurance Monitoring ................................ 16
6.2.3.1 On-Site Storage ............................................................ 16
6.2.3.2 Placement Methods ...................................................... 16
6.2.3.3 Seaming Methods ......................................................... 17
6.2.3.4 Geosynthetic Clay Liner Repairs ................................. 17
6.3 Geomembrane CQA ........................................................................................... 17
6.3.1 General .......................................................................................... 17
6.3.2 Conformance Testing and Documentation.................................... 19
6.3.2.1 Manufacturer Quality Control Documentation ............ 19
6.3.2.2 Sampling and Conformance Testing ............................ 19
6.3.3 Construction Quality Assurance Monitoring ................................ 20
6.3.3.1 Delivery and On-Site Storage ...................................... 20

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6.3.3.2 Placement Methods ...................................................... 20
6.3.3.3 Trial Seams .................................................................. 21
6.3.3.4 Production Seaming ..................................................... 21
6.3.4 Nondestructive HDPE Geomembrane Seam Testing ................... 22
6.3.4.1 General ......................................................................... 22
6.3.4.2 Test Methods ................................................................ 23
6.3.4.3 Summary of Test Results ............................................. 24
6.3.5 Destructive HDPE Geomembrane Seam Testing ......................... 24
6.3.5.1 General ......................................................................... 24
6.3.5.2 Seam Sampling and Destructive Testing ..................... 24
6.3.5.3 Summary of Destructive Test Results .......................... 25
6.3.6 Geomembrane Repairs .................................................................. 26
6.4 Non-Woven Geotextile (NWG) CQA ................................................................ 26
6.4.1 General .......................................................................................... 26
6.4.2 Conformance Testing and Documentation.................................... 27
6.4.2.1 Manufacturer Quality Control Documentation ............ 27
6.4.2.2 Sampling and Conformance Testing ............................ 27
6.4.3 Construction Quality Assurance Monitoring ................................ 28
6.4.3.1 On-Site Storage ............................................................ 28
6.4.3.2 Placement Methods ...................................................... 28
6.4.3.3 Seaming Methods ......................................................... 28
6.4.3.4 NWG Repairs ............................................................... 28
6.5 Geonet CQA ....................................................................................................... 29

SC0349 CQA ReportF 20101130_NL iv November 2010
6.5.1 General .......................................................................................... 29
6.5.2 Manufacturer Quality Control Documentation ............................. 29
6.5.2.1 Sampling and Conformance Testing ............................ 29
6.5.3 Construction Quality Assurance Monitoring ................................ 30
6.5.3.1 On-Site Storage ............................................................ 30
6.5.3.2 Placement Methods ...................................................... 30
6.5.3.3 Seaming Methods ......................................................... 30
6.5.3.4 Geonet Repairs ............................................................. 30
6.6 Woven Geotextile CQA ...................................................................................... 31
6.6.1 General .......................................................................................... 31
6.6.2 Documentation .............................................................................. 31
6.6.2.1 Manufacturer Documentation ...................................... 31
6.6.3 Construction Quality Assurance Monitoring ................................ 31
6.6.3.1 On-Site Storage ............................................................ 31
6.6.3.2 Placement Methods ...................................................... 32
6.6.3.3 Seaming Methods ......................................................... 32
6.6.3.4 Woven Geotextile Repairs ........................................... 32
7. CONSTRUCTION QUALITY ASSURANCE – DRAINAGE AGGREGATE
AND SAND BAG SAND ................................................................................... 33
7.1 Overview ............................................................................................................. 33
7.2 Drainage Aggregate Laboratory Testing ............................................................ 33
7.3 Sand Bag Laboratory Testing ............................................................................. 34
8. PVC PIPE AND STRIP COMPOSITE .............................................................. 35
8.1 Documentation .................................................................................................... 35
8.1.1 PVC Pipe Manufacturer Documentation ...................................... 35

SC0349 CQA ReportF 20101130_NL v November 2010
8.1.2 Strip Composite Manufacturer Documentation ............................ 36
9. CONSTRUCTION QUALITY ASSURANCE – CONCRETE ......................... 37
9.1 General ................................................................................................................ 37
9.2 Submittal Review ................................................................................................ 37
9.3 Conformance Sampling and Testing .................................................................. 37
9.4 Construction Quality Assurance Monitoring ...................................................... 38
10. CONSTRUCTION QUALITY ASSURANCE – SURVEYING ....................... 39
11. SUMMARY AND CONCLUSIONS ................................................................. 40
12. ENGINEER-OF-RECORD ................................................................................ 41
13. REFERENCES ................................................................................................... 42

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APPENDICES

A. Photo Log

B. Construction Documentation and Correspondence
B-1 Design Changes
B-2 Contractor’s Submittals

C. Engineered Fill
C-1 Modified Proctor and Particle Size Analysis Test Results
C-2 Field Nuclear Density/Moisture Test Results

D. Anchor Trench Backfill
D-1 Field Nuclear Density/Moisture Test Results

E. Geosynthetic Clay Liner
E-1 Material Inventory Log
E-2 CQA Conformance Test Results
E-3 CQA Conformance for Hydration Test Results
E-4 Subgrade Acceptance Form

F. Geomembrane
F-1 Material Inventory Logs
F-2 CQA Conformance Test Results
F-3 Interface Shear Strength Test Results
F-4 Panel Placement Logs
F-5 Tensiometer Calibration
F-6 Trial Seam Logs
F-6A Fusion Weld
F-6B Extrusion Weld
F-7 Production Seaming Logs
F-8 Destructive Test Logs and Laboratory Test Results
F-9 Repair Summary Logs

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G. Non-woven Geotextile
G-1 Material Inventory Log
G-2 CQA Conformance Results

H. Geonet
H-1 Material Inventory Log
H-2 CQA Conformance Test Results

I. Drainage Aggregate

J. Concrete Spillway
J-1 Delivery Tickets
J-2 Laboratory Test Results

K. Construction Record Drawings

L. Warranties

M. Slimes Drain Installation - Strip Composite and Sandbag Placement Details

SC0349 CQA ReportF 20101130_NL 1 November 2010
1. INTRODUCTION
1.1 Terms of Reference

This report presents documentation of the Construction Quality Assurance (CQA)
monitoring activities conducted by Geosyntec Consultants (Geosyntec) for the
construction of the liner systems associated with Cell 4B at the White Mesa Mill
Facility (hereafter referred to as the Project). The San Diego office of Geosyntec
provided CQA services on behalf of Denison Mines (USA) Corp. (DMC). The CQA
activities for the Project included monitoring construction activities and installation of:
(i) earthworks; (ii) geosynthetics; and (iii) concrete.
This report contains documentation that the construction and CQA activities associated
with the Project were performed in general accordance with the Project Documents, as
defined by the Technical Specifications, Construction Drawings, CQA Plan, and Design
Engineer-approved design modifications.
This report was prepared for DMC by Ms. Rebecca Flynn, P.E. of Geosyntec. The
work described in this report was performed under the responsible charge of
Mr. Gregory Corcoran, P.E. of Geosyntec. Mr. Corcoran reviewed this report in
accordance with Geosyntec’s peer review policy.
1.2 Report Organization
This report is organized as follows:
• Section 2 presents a brief description of the Project;
• Section 3 presents a description of the Project Documents, Geosyntec’s scope of
services, and Project personnel;
• Section 4 describes the CQA activities related to well abandonment;
• Section 5 describes the CQA activities related to earthworks;
• Section 6 describes the CQA activities related to geosynthetics;

SC0349 CQA ReportF 20101130_NL 2 November 2010
• Section 7 describes the CQA activities related to drainage aggregates and sand;
• Section 8 describes the CQA activities related to the pipe and fittings and strip
drain composite;
• Section 9 describes the CQA activities related to concrete;
• Section 10 describes the CQA activities related to surveying;
• Section 11 summarizes the CQA work and presents Geosyntec’s statement that
the work was completed in general accordance with the Project Documents;
• Section 12 presents the Engineer-of-Record stamp and signature; and
• Section 13 provides the references.
Supporting information and data are presented in appendices at the end of this report.

SC0349 CQA ReportF 20101130_NL 3 November 2010
2. PROJECT DESCRIPTION
The White Mesa Mill Facility is a uranium and vanadium ore processing facility located
6 miles south of the City of Blanding, Utah. The White Mesa Mill Facility contains
mill process by-product disposal cells that initially provide evaporation of process
liquids and eventually provide disposal capacity for tailings. The Project work area
encompassed approximately 40 acres of land at the site, which required construction of
the south berm and liner systems associated with Cell 4B. The Project construction
included the following:
• initial topographic survey;
• well abandonment;
• soil and rock excavation;
• soil placement, compaction, and subgrade preparation;
• anchor trench and leak detection system (LDS) trench excavation;
• installation of needle-punched geosynthetic clay liner (GCL) consisting of
woven and nonwoven geotextiles;
• installation of 60-mil high density polyethylene (HDPE) secondary
geomembrane;
• installation of LDS 4-inch (in.) and 18-in. polyvinyl chloride (PVC) pipe and
fittings;
• installation of 16 ounce per square yard (oz./SY) nonwoven cushion geotextile
and aggregate within LDS pipe trench and sump;
• installation of 300 mil geonet;
• installation of 60-mil HDPE primary geomembrane;
• installation of 16 oz./SY nonwoven geotextile cushion;
• installation of slimes drain 4-in. and 18-in. PVC pipe and fittings;
• installation of aggregate around slimes drain and within sump; and
• installation of strip composite drainage layer and overlying sand bags.

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Earthwork construction for the Project began on 16 December 2009 and geosynthetic
liner installation for the Project began on 23 June 2010. Construction was completed on
30 November 2010. A photo log of the various stages of construction is presented in
Appendix A.
Design, Construction Management, and CQA services for the Project were performed
by Geosyntec’s San Diego, California office. KGL Associates, Inc. (KGL) of Golden,
Colorado performed surveying and initial earthwork activities for the site. Wildcat
Energy Services (Wildcat) of Blanding, Utah completed earthwork activities for the
site. American Environmental Group, LLC (AEG) of Richfield, Ohio was the
geosynthetics installer. AEG’s concrete subcontractor was Tri-Hurst Construction of
Blanding, Utah, who installed the concrete emergency spillway and side slope riser pipe
support.

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3. CONSTRUCTION QUALITY ASSURANCE PROGRAM
3.1 Introduction
This section presents a description of the CQA program implemented for the
construction of the Project. The Project documents which provided the guidelines for
the CQA program and key Project personnel are identified in the following Sections.
3.2 Project Documents
CQA monitoring conducted during the Project was carried out in general accordance
with the requirements of the following Project Documents:
1. Technical Specifications
Technical Specifications for the Construction of Cell 4B Lining System, White Mesa
Mill, Blanding, Utah
Prepared For: Denison Mines (USA) Corp.
Prepared By: Geosyntec Consultants
Dated: October 2009
2. Construction Quality Assurance Plan
Revised Construction Quality Assurance Plan for the Construction of Cell 4B Lining
System
White Mesa Mill, Blanding, Utah
Prepared For: Denison Mines (USA) Corp.
Prepared By: Geosyntec Consultants
Dated: October 2009
3. Construction Drawings
Construction of Cell 4B
White Mesa Mill, Blanding, Utah
Prepared For: Denison Mines (USA) Corp.

SC0349 CQA ReportF 20101130_NL 6 November 2010
Prepared By: Geosyntec Consultants
Dated: November 2009
In this Final CQA Report, the above documents are referred to as the Technical
Specifications, the CQA Plan, and the Construction Drawings, respectively, or
collectively as the Project Documents.
3.3 Design Changes
During construction, minor design changes were made to the Project Documents, as
approved by the Design Engineer. Documents containing the details of these design
changes are included in Appendix B-1 and are referenced in appropriate sections of this
report. The following sections describe each of the design changes.
3.3.1 DCN-01, South Berm Access Road
This design change widened the top of the south berm from less than 12 feet (ft.) to 15
ft. The widening of the top allows for 3 ft. of geosythentics runout from the crest of the
slope and a 12-ft. access road.
3.3.2 DCN-02, Cell Size Reduction
This design change reduced the size of the cell at the 2-ft. freeboard level from
approximately 42 acres to 40 acres. The cell was decreased by moving the western berm
approximately 55 ft. east.
3.3.3 DCN-03, Interface Shear
This design change modified the parameters and minimum requirements of interface
shear testing between hydrated GCL and smooth and textured geomembrane.
3.3.4 DCN-04, Anchor Trench Beneath Spillway
This design change clarified the Cell 4A anchor trench construction detail beneath the
spillway.
3.3.5 DCN-05, Sump Details
This design change revised the sump details to clarify the locations of geonet and
cushion geotextile in the slimes drain and leak detection sumps. The location of the leak

SC0349 CQA ReportF 20101130_NL 7 November 2010
detection side slope riser pipe and slimes drain side slope riser pipe are corrected on the
detail.
3.3.6 DCN-06, Slimes Drain Sand Bag Placement
This design change modifies the specifications to allow the placement of additional
sand bags parallel and adjacent to the existing sand bags if underlying strip composite is
visible.
3.4 Scope of Services
3.4.1 CQA Activities
CQA activities involved the monitoring of the construction of the Project, including
performing and reviewing CQA tests, reviewing and generating appropriate
correspondence, reviewing Contractor submittals, and summarizing field activities.
Documentation of these CQA and construction activities is included herein.
Project correspondence and documentation related to design changes are presented in
Appendix B-1, and contractor submittals are presented in Appendix B-2.
3.4.2 Construction Record Drawings
The Construction Record Drawings for the Project are included in Appendix K. The
Construction Record Drawings, prepared by the Contractor and reviewed by Geosyntec,
indicate subgrade elevations and limits of geosynthetic liner system components.
3.4.3 Final Report
The tasks performed by Geosyntec during CQA monitoring are summarized in this
Final Report. Documentation of construction and CQA monitoring including
correspondence, field CQA test results, laboratory results of conformance testing, and
Construction Record Drawings are also included.
3.5 Project Personnel
The following personnel participated in Project construction activities:
Denison Mines (USA) Corporation - Project Owner

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• Harold R. Roberts, P.E.
Executive Vice President - US
Operations
• Steve Snyder
Mill Manager

Geosyntec Consultants (Geosyntec) - Construction Manager / Construction Quality
Assurance Consultant
• Gregory T. Corcoran, P.E.
Engineer-of-Record
• Stuart Irwin
Construction Manager
• Michael Carlson
Construction and CQA Manager
• Camon Liddell
Site CQA Manager
• Victor Heredia
CQA Technician
• Jeremiah Osborn
CQA Technician
• Charles Echols
CQA Technician
• Graciano Malana
CQA Technician

Bayles Exploration, Inc. (Bayles) - Driller, Well Abandonment
• Randee L. Bayles
Owner/Driller

KGL, Inc. (KGL) - Earthwork, Surveyor
• Mark Kerr
Owner/Project Manager
• Robert Kowey
Superintendent
• Steve Hancock
Surveyor

Wildcat Energy Services (Wildcat) - Earthwork
• David Perkins
Owner
• Hanson Perkins
Project Manager

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American Environmental Group, LLC (AEG) - Geosynthetic Installer
• Dwight Pattee
Project Manager
• Mike Beeman
Superintendent
• John Beeman
Project Manager
• Ruben Altamirano
Superintendent

Tri-Hurst Construction, Inc. - Concrete Installer
TRI/Environmental, Inc. (TRI) - Off-site Geosynthetics Testing Laboratory
• Sam R. Allen
Laboratory Director

SGI Testing Services, LLC (SGI) - Off-site Geosynthetics Testing Laboratory
• Zehong Yuan
Laboratory Director

Excel Geotechnical Testing (EGT) - Off-site Soils Testing Laboratory
• Nader Rad
Laboratory Manager

Moab Testing - Off-site Concrete Testing Laboratories
• Joe Downard
Laboratory Manager

SC0349 CQA ReportF 20101130_NL 10 November 2010
4. CONSTRUCTION QUALITY ASSURANCE – WELL ABANDONMENT
4.1 General
CQA monitoring of the well abandonment components of the Project included the
observation of drilling methods, total depth of abandonment, final depth of boring, and
well deconstruction details, including the depth of placement and quantities of all well
abandonment materials.
4.2 CQA Monitoring and Testing – Well Abandonment
Well abandonment began 16 November 2009 and was completed 26 May 2010. Prior to
well abandonment, Bayles received approval of their methods to abandon the well from
the State of Utah, Division of Water Rights.
Geosyntec observed abandonment of the well with hydrated bentonite from pre-
excavation ground surface (i.e., 0 ft. below ground surface) to a depth of 90 ft. below
ground surface (ft. bgs) prior to cell excavation. Following cell excavation in this area
and the removal of approximately 22 ft. of material from around the well (including the
top 22 ft. of the well itself), the well was overdrilled from 22 ft. bgs to 32 ft. bgs (0 ft.
bgs to 10 ft. bgs from bottom of cell excavation) using a 12¾ in. drill bit and plugged
with neat cement from the ground surface to 10 ft. below the base of the cell. Based on
the well abandonment report, the well abandonment procedures and materials met the
requirements set forth in the Project Documents. The submittals related to well
abandonment, including the State of Utah Division of Water Rights permit, are
provided in Appendix B.

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5. CONSTRUCTION QUALITY ASSURANCE - EARTHWORKS
5.1 General
CQA monitoring of the earthwork components of the Project included the observation
of construction methods, testing of earthwork materials in place, and reviewing field
test results for general conformance with the Project Documents. Geosyntec CQA
personnel monitored the vegetation and topsoil removal, soil and rock removal,
subgrade preparation, engineered fill placement, fine-grading, and anchor trench
excavation and backfill. The following sections present an overview of the materials
used for the earthwork components of the Project and summarize the methods,
frequency, and results of Geosyntec’s CQA testing.
5.2 CQA Monitoring and Testing - Vegetation Removal
Rock, soil, and topsoil were excavated from the Cell 4B area and placed within the
stockpile area located west of Cells 3 and 4B.
5.3 CQA Monitoring and Testing – Grading
5.3.1 Overview
Grading activities began 16 December 2009 and consisted of the removal of
approximately 1,361,560 cubic yards (cy) of soil and rock. Soil and rock excavation
was completed on 6 August 2010. Geosyntec personnel observed the 6-in. minimum
over-excavation of the rock beyond the proposed bottom of the cell and placement and
compaction of engineered fill backfill. Beginning 27 April 2010, Geosyntec personnel
observed the placement and compaction of approximately 131,577 cy of engineered fill,
including approximately 82,325 cy for construction of the south berm. Grading was
performed in the southwest corner of Cell 3 and approximately 516 cy of fill was placed
to establish an area to store construction materials. Engineered fill construction was
completed on 8 November 2010. South berm construction was completed on 27 August
2010.
5.3.2 Compaction and Moisture/Density Testing
Geosyntec personnel performed 7 modified Proctor compaction tests (ASTM D 1557)
of backfill material, satisfying the required frequency of one test per 20,000 cy or

SC0349 CQA ReportF 20101130_NL 12 November 2010
material type as outlined in the Project Documents. Laboratory test results are
presented in Appendix C-1.
Geosyntec personnel performed 540 passing in-place moisture/density tests on
engineered fill using the nuclear gauge moisture/density method (ASTM D 6938). This
corresponds to a frequency of one passing test per lift per 244 cy for engineered fill.
These frequencies meet the minimum requirement of one test per lift per 500 cy as
outlined in the Project Documents.
Results of nuclear gauge moisture/density tests indicate that the engineered fill
placement satisfies the requirements set forth in the Project Documents. Results and
location of in-place nuclear gauge moisture/density tests are summarized on test logs
presented in Appendix C-2.
5.3.3 Particle Size Test Results
Geosyntec personnel performed 7 particle size analyses (ASTM D 422) on the
engineered fill material. This frequency meets the minimum requirement of one
passing test per 20,000 cy or material type. Results of the particle size analysis are
presented in Appendix C-1.
5.4 CQA Monitoring and Testing – Anchor Trench Construction
5.4.1 Overview
The Contractor excavated approximately 5,210 linear feet (LF) of anchor trench for the
Project. Anchor trench backfill originated from material excavated from the anchor
trench. CQA monitoring of anchor trench backfill included in-place moisture/density
testing.
5.4.2 Compaction and Moisture/Density Testing
Geosyntec personnel performed 79 passing in-place moisture/density tests on anchor
trench backfill using the nuclear gauge moisture/density method (ASTM D 6938).
Results of nuclear gauge moisture/density tests indicate that the anchor trench backfill
satisfies the requirements set forth in the Project Documents. Results and location of
in-place nuclear gauge moisture/density tests are summarized on test logs presented in
Appendix D-1.

SC0349 CQA ReportF 20101130_NL 13 November 2010

6. CONSTRUCTION QUALITY ASSURANCE - GEOSYNTHETICS
6.1 General Overview
Geosyntec monitored installation of the geosynthetic components of the Project’s
engineered liner system. This section contains a description of CQA tasks performed in
support of geosynthetics installation and the geosynthetic components used in
construction of the Project’s liner system. Subsequent sections contain descriptions of
geosynthetic conformance testing and documentation and CQA monitoring and testing
performed by Geosyntec during liner construction. Documentation of the geosynthetic
liner materials and installation is presented in Appendices E through H.
The following geosynthetic materials were used during construction of the Project’s
composite liner system:
Geosynthetic Clay Liner
(GCL):
• CETCO Lining Technologies
BENTOMAT ST
Geomembrane: • GSE 60-mil white smooth HDPE
geomembrane and GSE 60-mil
double-sided textured HDPE
geomembrane
Non-Woven Geotextile: • Skaps Industries GE116 16 oz.
Nonwoven Geotextile
• Propex Geotex 1701 16 oz.
Nonwoven Geotextile
Woven Geotextile: • Skaps Industries W200
Woven Geotextile
Geonet: • GSE HyperNet UF

SC0349 CQA ReportF 20101130_NL 14 November 2010
6.2 Geosynthetic Clay Liner (GCL) CQA
6.2.1 General

AEG installed a total of 1,942,499 square feet (sf) of GCL on this Project. This section
contains a description of CQA tasks performed in support of the GCL material and
installation methods used in construction of the Project’s double liner system. GCLs
manufactured by CETCO were used as the GCL component of the liner system.
Documentation of the GCL material and installation is presented in Appendix E.
Installation of the GCL components of the liner system began on 22 June 2010 and was
completed on 17 November 2010. The CQA tasks performed during construction of the
GCL components of the Project’s composite liner system included the following:
• documenting the GCL storage methods at the site and comparing the
delivered inventory against the inventory list prepared in the factory;
• reviewing the manufacturer’s certification and manufacturer quality
control (MQC) test results for general compliance with the Project
Documents;
• documenting the acceptance and/or rejection of GCL materials;
• monitoring that the subgrade surface is moist to within a minimum of
1 inch from the subgrade surface;
• monitoring and documenting the deployment and installation of the
GCL materials;
• monitoring and documenting the hydration of the GCL materials prior
to secondary geomembrane deployment; and
• monitoring and documenting damaged materials and the repairs
performed on the GCL material.
Documentation in support of the GCL materials and installation is presented in
Appendix E.

SC0349 CQA ReportF 20101130_NL 15 November 2010
6.2.2 Conformance Testing and Documentation

6.2.2.1 Manufacturer Quality Control Documentation

The Contractor submitted certification and MQC documentation provided by CETCO
for the rolls of GCL delivered to the site. Geosyntec compared the information
contained in the manufacturer's documentation against the requirements listed in the
Project Documents. The documentation included information regarding the properties
of the geotextile and bentonite clay components used to manufacture the GCL. Based
on this comparison, the GCL material delivered to the site met the requirements of the
Project Documents. The submittal package for the GCL materials, which contains
certification and MQC documentation, is presented in Appendix B.
Geosyntec performed a material inventory of the on-site GCL and compared the
inventoried material to the list of MQC data submitted by the contractor. MQC data was
received for the material inventoried and used for the Project. GCL Material Inventory
Logs are presented in Appendix E-1.
6.2.2.2 Sampling and Conformance Testing

TRI sampled the GCL material for conformance testing at the CETCO manufacturing
plant and shipped 25 samples to their laboratory in Austin, Texas for testing. Mass per
unit area and index flux were tested on 25 and 7 samples, respectively. This testing
corresponded to an approximate testing frequency of one test per 86,400 sf and 308,571
sf, for mass per unit area and index flux, respectively, of GCL manufactured (2,160,000
sf of GCL manufactured). This frequency exceeds the testing frequency of one test per
100,000 sf and 400,000 sf for mass per unit area and index flux, respectively, as
required in the Project Documents. The GCL samples were tested using the following
standards:
• Bentonite Mass per Unit Area (ASTM D 5993); and
• Index Flux (ASTM D 5887).
Results indicate that the GCL meets the material requirements of the Project
Documents. The CQA conformance testing results are included in Appendix E-2.

SC0349 CQA ReportF 20101130_NL 16 November 2010
Geosyntec CQA personnel were also responsible for monitoring and documenting GCL
hydration activities. Geosyntec performed in-field GCL moisture content testing to
monitor the hydration means and methods and to provide guidance to the contractor for
deployment of the secondary geomembrane. After hydration and secondary
geomembrane deployment and seaming, fifty-five (55) 6-in. square GCL samples were
collected from secondary geomembrane destructive sample locations and tested at a
frequency of approximately 1 per 4 secondary geomembrane destructive samples for
moisture content in accordance with ASTM D 2216. This frequency meets the testing
frequency of one test per 4 secondary geomembrane destructive samples, based on a
total number of secondary geomembrane destructive samples of 219.
Results indicate that the GCL meets the hydration requirements of the Project
Documents. The CQA laboratory conformance testing results are included in
Appendix E-3.
6.2.3 Construction Quality Assurance Monitoring
6.2.3.1 On-Site Storage
On-site storage methods for the GCL material were monitored by Geosyntec personnel.
Geosyntec personnel observed that the GCL material was properly stored on pallets and
covered with tarps. Geosyntec did not observe damage to the material during storage at
the site.
6.2.3.2 Placement Methods
Geosyntec observed the deployment of the GCL. Prior to placement of GCL, AEG
accepted the subgrade as documented on the subgrade acceptance form (Appendix E-4).
Geosyntec also monitored for the following potential problems:
• evidence of inadequate hydration of the subgrade and bentonite;
• manufacturing defects;
• presence of needles that are used during the manufacturing process;
• evidence of damage which may have occurred during shipping, storage,
or handling; and
• damage caused during installation activities, as a consequence of
placement, connection operations, or weather.

SC0349 CQA ReportF 20101130_NL 17 November 2010
Repairs were made to the GCL in accordance with the Project Documents. In addition,
Geosyntec monitored that entrapment of stones or other objects that could potentially
damage the GCL or the overlying geomembrane did not occur.
6.2.3.3 Seaming Methods
The GCL was placed in individual panels. Adjacent panels were overlapped at least 6
inches along the sides and a minimum of 1 ft. along the panel ends in accordance with
the requirements of the Project Documents. In areas where GCL was placed on slopes
steeper than 10:1, adjacent panels were overlapped at least 12 inches along the sides
and a minimum of 2 ft. along the panel ends in accordance with the general
requirements of the Project Documents. In addition, granular bentonite was placed
along the end seams and the Supergroove edge was used for the side seams, in
accordance with the manufacturer’s recommendations.
6.2.3.4 Geosynthetic Clay Liner Repairs
Geosyntec observed that holes or tears in the GCL were repaired in accordance with the
requirements outlined in the Project Documents. Repairs were made by placing an
additional piece of GCL over the defective area to a distance of at least 2 ft. in all
directions from the defect on slopes steeper than 10 percent. On slopes 10 percent or
flatter, repairs were made by placing an additional piece of GCL liner over the defective
area to a distance of at least 1 ft. in all directions from the defect. Overlaps were
seamed with granular bentonite.
6.3 Geomembrane CQA
6.3.1 General
Geosyntec monitored installation of approximately 3,906,729 sf of geomembrane for
the liner system (primary and secondary). This section contains a description of CQA
tasks performed in support of the geomembrane material and installation methods used
in construction of the Project’s double liner system. Smooth 60-mil HDPE
geomembrane manufactured by GSE was used as the geomembrane component of the
liner system, installed with the white side facing up. Textured 60-mil HDPE
geomembrane manufactured by GSE was used in the southwest corner of the cell on the
cell floor under the sump area and on the side slope underlying the LDS and slimes
drain system riser pipes. Textured geomembrane was also used as splash pad material,

SC0349 CQA ReportF 20101130_NL 18 November 2010
installed with the black side facing up. Documentation of the geomembrane material
and installation is presented in Appendix F.
Construction of the geomembrane components of the liner system began on 22 June
2010 and was completed on 23 November 2010. The CQA tasks performed during
construction of the geomembrane components of the Project’s composite liner system
included the following:
• documenting the geomembrane storage methods at the site and comparing the
delivered inventory against the inventory list prepared in the factory;
• reviewing the MQC documentation and test results for compliance with the
Project Documents;
• reviewing the results of conformance testing for compliance with the Project
Documents;
• documenting the acceptance and/or rejection of geomembrane materials;
• monitoring trial geomembrane seaming and the on-site destructive testing of
trial seams by the contractor;
• monitoring and documenting production seaming of the adjacent geomembrane
panels;
• monitoring and documenting the repairs for geomembrane;
• monitoring and documenting the non-destructive field testing of production
geomembrane seams and other repairs;
• selecting destructive geomembrane production seam sample locations and
documenting their location;
• shipping of geomembrane production seam samples for destructive testing;
• reviewing the destructive seam test results for compliance with the
specifications; and
• monitoring and reviewing documentation of the repair of geomembrane
production seams that failed either non-destructive or destructive CQA testing
criteria.

SC0349 CQA ReportF 20101130_NL 19 November 2010
6.3.2 Conformance Testing and Documentation
6.3.2.1 Manufacturer Quality Control Documentation
The Contractor submitted certification and MQC documentation for the rolls of 60-mil
HDPE geomembrane. The documentation for the rolls of geomembrane
material includes:
• polyethylene resin certificates;
• geomembrane inventory list;
• geomembrane certificates and MQC test results;
• 20-year warranty against manufacturing defects;
• 1-year warranty against workmanship defects;
• manufacturing quality control manual; and
• installer resumes.
The documentation indicates that the geomembrane and resin properties met the
requirements specified in the Project Documents. This documentation reviewed by
Geosyntec is presented in Appendix B.
Geosyntec performed a material inventory of the on-site geomembrane and compared
this to the list of MQC data submitted by the contractor. The geomembrane Material
Inventory Log is presented in Appendix F-1.
6.3.2.2 Sampling and Conformance Testing
TRI collected twenty-six (26) samples of the smooth and textured geomembrane
material for conformance testing at the geomembrane manufacturing plant and shipped
the samples to their laboratory in Austin, Texas for testing. The 60-mil geomembrane
was sampled and tested with an approximate testing frequency of one test per
174,773 sf of geomembrane material delivered to the site (4,544,100 sf). This
frequency exceeds the testing frequency of one test per 200,000 sf. The geomembrane
samples were tested for the following:
• Thickness (ASTM D 5199);
• Specific Gravity (ASTM D 792, Method A);
• Tensile Properties (ASTM D 638);

SC0349 CQA ReportF 20101130_NL 20 November 2010
• Carbon Black Content (ASTM D 1603); and
• Carbon Black Dispersion (ASTM D 5596).
Additionally, 2 samples of each smooth and textured geomembrane were collected and
sent to SGI for interface shear strength (ASTM D 5321). The smooth geomembrane
samples were tested against geonet and the woven geotextile component of the GCL
and the textured geomembrane samples were tested against the nonwoven geotextile
and the woven geotextile component of the GCL in accordance with the Project
Documents.
Geosyntec reviewed the results of the conformance testing and found the results to meet
or exceed the requirements of the Project Documents. The conformance test results are
summarized in Appendix F-1 and the test data are included in Appendix F-2. Interface
shear test results are provided in Appendix F-3.
6.3.3 Construction Quality Assurance Monitoring
6.3.3.1 Delivery and On-Site Storage
The geomembrane rolls were stored in such a way as to reduce exposure to sources of
damage. Geosyntec did not observe damage to the material during storage at the site.
6.3.3.2 Placement Methods
The installer transported the rolls to the Project area by using a fork lift and attached
spreader bar in a manner intended to reduce damage to the geomembrane. Panels were
manually placed into position and temporarily secured with sandbags. Panel Placement
Logs for the geomembrane installation were prepared by Geosyntec and are presented
in Appendix F-4. The limits of HDPE geomembrane placed during the Project’s
composite liner system construction are shown on Construction Record Drawings
presented in Appendix K.
During deployment, geomembrane panels or rolls were visually observed for the
following potential problems:
• manufacturing defects;
• evidence of damage that may have occurred during shipping, storage, and
handling; and
• damage caused by the installation activities, (e.g., as a consequence of panel
placement, seaming operations, or weather).

SC0349 CQA ReportF 20101130_NL 21 November 2010
Damaged materials were either discarded or repaired, as described herein.
Geosyntec observed repair locations. Whenever possible, the cause(s) of the damage
was ascertained and addressed to minimize the potential for further damage.
6.3.3.3 Trial Seams
Geomembrane trial seams for each welding technician and for each piece of seaming
equipment (i.e., fusion or extrusion) were prepared at the beginning of the morning and
afternoon seaming shifts. Geosyntec observed that the trial seams were prepared in
general accordance with the requirements of the Project Documents. Each trial seam
was approximately 1 ft. wide by 5 ft. long for both fusion and extrusion welds, with the
seam centered lengthwise. Following completion of the trial seams, the seams were
destructively tested in the field by AEG by using a calibrated field tensiometer
(calibration record presented in Appendix F-5). Geosyntec monitored and documented
the geomembrane trial seams for general conformance to the Project Documents. The
following procedure was followed for trial seam testing:
• four 1-in. wide coupons were cut every 1 ft. along the trial weld;
• two coupons were tested in peel strength (both tracks were tested for
the fusion welds) and two coupons were tested for shear strength by
using a digital tensiometer;
• a passing test for each specimen was confirmed when the requirements
in the Project Documents were met or exceeded; and
• if a specimen failed a test, two additional new trial seams were
fabricated and the test procedure was repeated.
The technician proceeded with the production seaming operations once a technician
produced a trial seam or seams passing the above-described tests and his trial seams met
or exceeded the requirements of the Project Documents. A total of 324 and 254
secondary and primary trial seams, respectively, were tested by AEG and documented
by Geosyntec. These trial seams met the requirements of the Project Documents.
Geosyntec CQA personnel recorded the average trial seam testing results on Trial Seam
Logs. Copies of the completed logs are presented in Appendix F-6.
6.3.3.4 Production Seaming
Geomembrane production seaming operations were monitored and documented by
Geosyntec CQA personnel. Geosyntec recorded the date, seam and panel numbers,

SC0349 CQA ReportF 20101130_NL 22 November 2010
time, technician, and machine number for each seam on the Seam Logs. These Seam
Logs are presented in Appendix F-7. Approximately 101,600 and 102,874 LF of
production fusion seams were welded during installation of the Project’s secondary and
primary liner systems, respectively. Geomembrane seams were visually examined for
workmanship and continuity. Areas of the seams suspected of being substandard were
marked by Geosyntec CQA personnel for destructive testing and, if necessary, for
repair. During seaming, geomembrane panels or rolls were observed for the following:
• joints between geomembrane panels were overlapped by a minimum of 4 in.;
• weld area was free of dirt, dust, moisture, or other foreign material;
• extrusion welding rod resin used for extrusion welding was the same resin type
used to manufacture geomembrane material;
• edges of the geomembrane were protected during placement to prevent
movement by wind or other damage prior to seaming;
• seams were wiped with oil-free rags, where appropriate, to remove moisture or
dirt and dust;
• weld was made immediately after preparation and cleaning was complete;
• excessive wrinkles were cut, overlapped, and extrusion welded;
• geomembrane areas showing excessive scuffing, puncture, or distress were
replaced; and
• damage caused by the installation activities (e.g., as a consequence of panel
placement, seaming operations, or weather) was repaired.
Geomembrane welds that were identified by Geosyntec CQA personnel as damaged
were brought to the attention of the installer for repair. Geomembrane repairs are
described in Section 6.3.6.
6.3.4 Nondestructive HDPE Geomembrane Seam Testing
6.3.4.1 General
Geomembrane seams were nondestructively tested by AEG for continuity by using
air-pressure or vacuum test procedures. Double-track fusion seams were tested by
using the air-pressure test method (ASTM D 5820). The extrusion welds were tested

SC0349 CQA ReportF 20101130_NL 23 November 2010
with the vacuum test method (ASTM D 5641). Defects identified by nondestructive
testing were repaired, as described in Section 6.3.6.
6.3.4.2 Test Methods
Double-track fusion seams were nondestructively tested by using the air-pressure test.
The procedures followed for the air-pressure test were:
• visually observe the integrity of the section of seam being tested;
• seal both ends of the air channel by using heat and pressure;
• insert the needle of a pressure gauge into the air channel at one end of the seam;
• pressurize the air channel between 27-30 psi gauge pressure with an air pump;
• maintain the gauge pressure for at least five minutes;
• if a loss of pressure exceeding 3 psi occurs or if the pressure does not stabilize
during the test, identify the faulty area and repair in accordance with the
procedure described in Section 6.3.6 of this report;
• record the location of the test; and
• upon completion of the nondestructive test, confirm the continuity of the air
channel by releasing air from the end of the seam opposite the end in which the
needle was inserted.
The vacuum test was used to nondestructively test extrusion seams. The procedures
followed were:
• connect the hose and vacuum box assembly to the vacuum pump;
• wet a strip of seam approximately 1 ft. wide by 3 ft. long with soapy solution;
• place the vacuum box over the wetted area;
• open the bleed valve on the vacuum box test apparatus;
• force the box onto the sheet until a vacuum is established, as evidenced by a
negative box pressure of approximately 5 psi gauge;
• hold the vacuum box in place for a minimum of 10 seconds while examining the
seam through the viewing window for the occurrence of air bubbles; and
• record the location of leaks, if any, and repair the area.

SC0349 CQA ReportF 20101130_NL 24 November 2010
6.3.4.3 Summary of Test Results
Seams passing the nondestructive testing were temporarily accepted. Final evaluation
of the seams is measured by the destructive test results described in the following
section. Portions of the seam that did not pass nondestructive testing were repaired as
outlined in Section 6.3.6.
6.3.5 Destructive HDPE Geomembrane Seam Testing
6.3.5.1 General
Geomembrane seam samples were destructively tested by TRI in accordance with the
Project Documents. Samples of the production geomembrane seams for the Project
were obtained by Geosyntec CQA personnel according to the procedures identified in
the Project Documents. Geosyntec obtained 208 passing destructive secondary
geomembrane samples and 207 passing destructive primary geomembrane samples.
This equates to a frequency of one destruct per 488 and 497 LF of total secondary and
primary production seaming, respectively, which satisfies the requirements of the
Project Documents of one destructive sample per 500 LF of production seam. The
locations of the destructive seam samples are described on the Destructive Test Logs
presented in Appendix F-8. Sampling procedures, test methods, and test results of seam
samples are discussed further in the following sections.
6.3.5.2 Seam Sampling and Destructive Testing
AEG removed destructive seam samples at locations designated by Geosyntec CQA
personnel for destructive testing. Each sample’s location was chosen to satisfy either
the frequency requirement, or if the seam was suspected of excess crystallinity, weld
contamination, or other potential cause of poor welds.
Seam samples were tested in the field by AEG prior to laboratory testing. Field testing
consisted of testing five coupons for peel adhesion and five coupons for bonded seam
strength (shear) from each sample. Testing of the seams was performed under the
observation of Geosyntec CQA personnel in general accordance with the requirements
of the Project Documents. When test results and observations of seam testing in the
field indicated that the seam satisfied the Project Documents, a portion of the sample
was forwarded to TRI for laboratory destructive seam testing. Laboratory testing
consisted of testing five coupons for peel adhesion and five coupons for bonded seam
strength (shear).

SC0349 CQA ReportF 20101130_NL 25 November 2010
6.3.5.3 Summary of Destructive Test Results
Of the 208 original secondary geomembrane seam samples, six (6) failed laboratory or
field testing. Of the 207 original primary geomembrane seam samples, six (6) failed
laboratory or field testing. At each seam destructive failure location, the corresponding
seam was re-sampled at a minimum of 10 ft before and 10 ft after the failing
destructive, with the exception of secondary geomembrane destructive sample DS-007.
The bounding destructive samples were tested and the results met or exceeded the
requirements of the Project Documents, with the exception of secondary geomembrane
destructive sample DS-017, and primary geomembrane destructive samples DS-012 and
DS-123.
Secondary DS-007 was sampled before (DS-007B) the failing destructive, resulting in a
passing destructive test. DS-007 was not sampled before as the extrusion welding had
just begun for the project, and the entire length of before seaming was capped or
repaired.
Secondary DS-017 was sampled after (DS-017B) the failing destructive, resulting in a
passing destructive test. DS-017 was sampled after (DS-017A) the failing destructive,
resulting in a failing destructive test. The Installer elected to cap and repair the entire
length of seam after the failing destructive to the following, passing destructive on seam
made by the same seamer and seaming equipment (DS-018).
Primary DS-012 was sampled before (DS-012B) the failing destructive, resulting in a
passing destructive test. DS-012 was sampled after (DS-012A and DS-012A2),
resulting in one failing and one passing destructive tests. The Installer capped and
repaired the entire length of seam after the failing destructive to the following, passing
destructive on seam made by the same seamer and seaming equipment (DS-012A2).
Primary DS-123 was not sampled after. DS-123 was sampled before (DS-123A1),
resulting in a passing destructive test. The next destruct performed by the same seamer
and seaming equipment (DS-126) also resulted in a failure. Samples were collected
before (DS-126A) and after (DS-126B) and both had passing results. The installer
elected to cap and repair the entire length of seam between DS-123A1 and DS-126B
due to the failure of destructs DS-123 and DS-126.
The failing seam length and seam sample locations were subsequently repaired, as
described in Section 6.3.6. Passing field and laboratory Destructive samples met or

SC0349 CQA ReportF 20101130_NL 26 November 2010
exceeded the requirements of the Project Documents exhibiting strengths greater than
the following:
60-mil Geomembrane
Seam Strength
• Peel – Fusion (lbs/in.) 91
• Peel – Extrusion (lbs/in.) 78
• Shear (lbs/in.) 120
Destructive test results are presented in Appendix F-8.
6.3.6 Geomembrane Repairs
Defects identified by visual inspection, nondestructive testing, or destructive testing
were repaired by the installer by using hand-held extrusion welders. Tears and holes in
the geomembrane were patched (i.e., capped) by using extrusion welders. Repairs were
performed in accordance with the requirements of the Project Documents. Geosyntec
personnel monitored the geomembrane repair work and recorded the locations and
subsequent nondestructive testing on the Repair Summary Logs located in
Appendix F-9.
6.4 Non-Woven Geotextile (NWG) CQA
6.4.1 General
A 16-oz. cushion geotextile (non-woven geotextile [NWG]) was required to separate
the drainage aggregate and geomembrane as shown on the Drawings. AEG initially
supplied Skaps Industries GE116 NWG for this Project. Due to limited supplies of
Skaps material, AEG also supplied Propex Geotex 1701 NWG for the Project.
Approximately 68,500 sf of material was installed. Documentation in support of the
NWG materials and installation is presented in Appendix G. The tasks performed to
construct the NWG components of the Project’s composite liner system included the
following:
• documenting the NWG storage methods at the site;
• reviewing the manufacturer’s certification for general compliance with the
Project Documents;
• documenting the acceptance and/or rejection of NWG materials;

SC0349 CQA ReportF 20101130_NL 27 November 2010
• monitoring the deployment and installation of the NWG materials; and
• monitoring and documenting damaged materials and the repairing methods
performed on the NWG materials.

6.4.2 Conformance Testing and Documentation
6.4.2.1 Manufacturer Quality Control Documentation
AEG submitted certification and MQC documentation provided by Skaps and Propex
for the rolls of NWG cushion delivered to the site. Geosyntec compared the
information contained in the manufacturers’ documentation against the requirements
listed in the Project Documents. Based on this comparison, the NWG cushion materials
delivered to the site met the requirements of the Project Documents. The submittal
package for the NWG cushion materials, which contains certification and MQC
documentation, is presented in Appendix B.
MQC data was received for the material inventoried and used for the Project. NWG
Material Inventory Logs are presented in Appendix G-1.
6.4.2.2 Sampling and Conformance Testing
TRI sampled the NWG cushion material at the manufacturing facility. Subsequently,
two samples were sent to TRI for conformance testing. The 16-oz. cushion NWG was
sampled and tested with an approximate testing frequency of one test per 93,150 sf of
material manufactured (186,300 sf of material manufactured). This frequency exceeds
the testing frequency of one test per 260,000 sf as required in the Project Documents.
The NWG sample was tested for the following:
• Grab Strength (ASTM D 4632);
• Mass per Unit Area (ASTM D 5261);
• Permittivity (ASTM D 4491);
• A.O.S. (ASTM D 4751); and
• Puncture Strength (ASTM D 4833).

Results indicate that the NWG meets or exceeds the general requirements of the Project
Documents. The material inventory log provided in Appendix G-1 summarizes the
results of the conformance test results. The CQA laboratory conformance testing results
are included in Appendix G-2.

SC0349 CQA ReportF 20101130_NL 28 November 2010
6.4.3 Construction Quality Assurance Monitoring
6.4.3.1 On-Site Storage
On-site storage methods for the NWG material were monitored by Geosyntec
personnel. Conditions that could damage the material (i.e., exposure to precipitation,
mud, dirt, dust, etc.) were noted and brought to the attention of the contractor.
Geosyntec personnel observed that the NWG material was properly stored to prevent
damage. Geosyntec did not observe damage to the material during storage at the site.
6.4.3.2 Placement Methods
Geosyntec monitored for the following potential problems:
• manufacturing defects;
• evidence of damage which may have occurred during shipping, storage, or
handling;
• damage caused during installation activities, as a consequence of placement,
connection operations, or weather; and
• measures were taken to avoid the entrapment of stones, dust, moisture, or other
objects that could potentially damage the NWG or the adjacent geomembrane.
Damaged material that was identified was brought to the attention of the installer for
removal or repair. Repairs performed on the NWG are described in Section 6.4.3.4.
6.4.3.3 Seaming Methods
The NWG was placed in individual panels. Adjacent panels were overlapped and
continuously sewn.
6.4.3.4 NWG Repairs
Geosyntec observed that holes or tears in the NWG were repaired. Repairs were made
by placing an additional piece of NWG over the defective area to a distance of at least
6 in. in all directions from the defect.

SC0349 CQA ReportF 20101130_NL 29 November 2010
6.5 Geonet CQA
6.5.1 General
AEG installed approximately 1,930,688 sf of geonet overlying the secondary
geomembrane as a component of the LDS. The tasks performed to construct the geonet
components of the LDS included the following:
• documenting the geonet storage methods at the site and comparing the delivered
inventory against the inventory list prepared in the factory;
• reviewing the manufacturer’s certification for compliance with the Project
Documents;
• documenting the acceptance and/or rejection of geonet materials;
• monitoring the deployment and installation of the geonet materials; and
• monitoring and documenting damaged materials and the repairing methods
performed on the geonet material.

6.5.2 Manufacturer Quality Control Documentation
AEG submitted certification and MQC documentation provided by GSE for the geonet
delivered to the site. Geosyntec compared the information contained in the
manufacturer's documentation against the requirements listed in the Project Documents.
Based on this comparison, the geonet material delivered to the site met or exceeded the
requirements of the Project Documents. The submittal package for the geonet materials
is presented in Appendix B. The material inventory log provided in Appendix H-1
summarizes the results of the MQC documentation.
6.5.2.1 Sampling and Conformance Testing
TRI sampled the geonet material at the manufacturing facility and sent the samples to
their laboratory in Austin, Texas for testing. Thickness (ASTM D 5199) and
transmissivity (ASTM D 4716) were tested on 11 and 6 samples, respectively. Testing
was performed at a frequency of one test per 197,395 sf and 361,890 sf for thickness
and transmissivity, respectively, of geonet manufactured (2,171,340 sf of geonet
manufactured). This frequency exceeds the testing frequency of one test per 200,000 sf
for thickness and one test per 400,000 sf for hydraulic transmissivity, as required in the
Project Documents.

SC0349 CQA ReportF 20101130_NL 30 November 2010
Results indicate that the geonet meets or exceeds the requirements of the Project
Documents. The material inventory log provided in Appendix H-1 summarizes the
results of the conformance test results. The CQA conformance lab data are included in
Appendix H-2.
6.5.3 Construction Quality Assurance Monitoring
6.5.3.1 On-Site Storage
On-site storage methods for the geonet material were monitored by Geosyntec
personnel. Geosyntec personnel observed that the geonet material was properly stored
to prevent damage. Geosyntec did not observe damage to the material during storage at
the site.
6.5.3.2 Placement Methods
Geosyntec monitored for the following potential problems:
• manufacturing defects;
• evidence of damage which may have occurred during shipping, storage, or
handling; and
• damage caused during installation activities, as a consequence of placement,
connection operations, or weather.
Geonet was installed with the machine direction placed in the direction of the slope, in
accordance with the Project Documents. Damaged material that was identified was
brought to the attention of the installer for removal or repair. Repairs performed on the
geonet are described in Section 6.5.3.4.
6.5.3.3 Seaming Methods
The geonet was placed in individual panels. Geosyntec monitored that the geonet
adjacent rolls were overlapped by at least 4 in. and secured with nylon ties. Nylon ties
were installed at a minimum of 5-ft. intervals on side-to-side seams, and every 2 ft. on
butt-seams, in general accordance with the Project Documents.
6.5.3.4 Geonet Repairs
Geosyntec observed that holes or tears in the geonet were repaired. Repairs were made
by placing an additional piece of geonet over the defective area to a distance of at least
1 ft. in all directions from the defect and secured every 6 in. with nylon ties.

SC0349 CQA ReportF 20101130_NL 31 November 2010
6.6 Woven Geotextile CQA
6.6.1 General
Woven geotextile was required to cover the drainage aggregate and slimes drain header
pipe NWG as shown on the Drawings. AEG supplied Skaps Industries W200 woven
geotextile for this Project and installed approximately 11,190 sf of material. The tasks
performed to construct the woven geotextile components of the Project’s composite
liner system included the following:
• documenting the woven geotextile storage methods at the site;
• reviewing the manufacturer’s certification for general compliance with the
Project Documents;
• monitoring the deployment and installation of the woven geotextile materials;
and
• monitoring and documenting damaged materials and the repairing methods
performed on the woven geotextile materials.
6.6.2 Documentation
6.6.2.1 Manufacturer Documentation
The Contractor submitted certification documentation provided by Skaps for the rolls of
woven geotextile delivered to the site. Geosyntec compared the information contained
in the manufacturer's documentation against the requirements listed in the Project
Documents. Based on this comparison, the woven geotextile material delivered to the
site met the requirements of the Project Documents. The submittal package for the
woven geotextile is presented in Appendix B.
6.6.3 Construction Quality Assurance Monitoring
6.6.3.1 On-Site Storage
On-site storage methods for the woven geotextile material were monitored by
Geosyntec personnel. Conditions that could damage the material (i.e., exposure to
precipitation, mud, dirt, dust, etc.) were noted and brought to the attention of the
contractor. Geosyntec personnel observed that the woven geotextile material was
properly stored to prevent damage. Geosyntec did not observe damage to the material
during storage at the site.

SC0349 CQA ReportF 20101130_NL 32 November 2010
6.6.3.2 Placement Methods
Geosyntec monitored for the following potential problems:
• manufacturing defects;
• evidence of damage which may have occurred during shipping, storage, or
handling; and
• damage caused during installation activities, as a consequence of placement,
connection operations, or weather.
Damaged material that was identified was brought to the attention of the installer for
removal or repair. Repairs performed on the woven geotextile are described in
Section 6.6.3.4.
6.6.3.3 Seaming Methods

The woven geotextile was placed in individual panels. Adjacent panels were
overlapped and continuously sewn.
6.6.3.4 Woven Geotextile Repairs
Geosyntec observed that holes or tears in the woven geotextile were repaired. Repairs
were made by placing an additional piece of woven geotextile over the defective area
and sewn in place.

SC0349 CQA ReportF 20101130_NL 33 November 2010
7. CONSTRUCTION QUALITY ASSURANCE – DRAINAGE AGGREGATE
AND SAND BAG SAND
7.1 Overview
Geosyntec personnel observed the placement of drainage aggregate into the LDS
trenches, into the sump area and side slope riser pipe trenches located at the southeast
corner of the cell, and around the slimes drain header pipe located on the cell floor.
Utah Department of Transportation concrete sand was used to fill sand bags used to
secure the woven geotextile overlying the slimes drain drainage aggregate and the strip
drain composite component of the slimes drain system on the cell floor. The submittal
package for the drainage aggregate and concrete sand used in the sand bags is included
in Appendix B.
Geosyntec CQA personnel observed that these materials were placed in accordance
with the locations and dimensions required by the Project Documents and in a manner
intended to protect underlying geosynthetics.
7.2 Drainage Aggregate Laboratory Testing
Geosyntec personnel observed the placement of approximately 806 cy of drainage
aggregate. Geosyntec personnel collected one drainage aggregate sample for laboratory
sieve analysis, insoluble residue, and hydraulic conductivity testing. This frequency
meets the minimum requirement of one sieve analysis per 5,000 cy and one hydraulic
conductivity test per 10,000 cy as outlined in the Project Documents. The results of the
testing indicated that the insoluable residue and hydraulic conductivity test results met
the requirements of the Project Documents. However, the maximum particle size
requirement of ¾-inch was slightly exceeded. The cushion geotextile calculations (Cell
4B Design Report, Geosyntec, 2007) were reevaluated based on the maximum particle
size of 1-inch and the minimum mass per unit area of the nonwoven geotextile supplied
for the project of 18.3 oz./SY, based on conformance test data (Appendix G). The
results indicate the aggregate was acceptable. The test results for the LDS gravel are
included in Appendix I.

SC0349 CQA ReportF 20101130_NL 34 November 2010
7.3 Sand Bag Laboratory Testing
Geosyntec personnel observed the placement of approximately 29,800 sand bags on the
strip drainage composite along the slimes drain layer. AEG personnel collected one
sand sample for laboratory sieve analysis and insoluble residue testing during
construction of the slimes drain system. The results of the testing indicated that the
concrete sand met the general requirements of the Project Documents. The test results
for the concrete sand are included in Appendix B.

SC0349 CQA ReportF 20101130_NL 35 November 2010
8. PVC PIPE AND STRIP COMPOSITE
AEG installed a total of approximately 8,214 LF of perforated 4” PVC pipe,
approximately 308 LF of perforated and solid 18” PVC pipe, and approximately 30,150
LF of strip composite on this Project. The tasks performed to construct the PVC pipe
and Strip Composite components of the Project’s composite liner system included the
following:
• documenting the PVC pipe and strip composite storage methods at the site;
• reviewing the manufacturer’s certification for general compliance with the
Project Documents;
• documenting the acceptance and/or rejection of PVC pipe and strip composite
materials;
• observing the piping was installed to grade; and
• monitoring and documenting the installation and joining of the PVC pipe and
strip composite materials.
The locations of the installed pipe and strip composite materials are shown on the
record drawings provided in Appendix K. Details of the strip composite and overlying
sandbag placement, including the slimes drain layout and photographs of completed
placement, are provided in Appendix M.
8.1 Documentation

8.1.1 PVC Pipe Manufacturer Documentation
AEG submitted certification documentation provided by Crestline Pipe for the PVC
pipe delivered to the site. Geosyntec compared the information contained in the
manufacturer's documentation against the requirements listed in the Project Documents.
The documentation included information regarding the properties of the material used
to manufacture the pipe. Based on this comparison, the PVC pipe material delivered to
the site met the requirements of the Project Documents. The submittal package for the
PVC pipe is presented in Appendix B.

SC0349 CQA ReportF 20101130_NL 36 November 2010
8.1.2 Strip Composite Manufacturer Documentation
AEG submitted certification documentation provided by JDR Enterprises for the rolls of
strip composite delivered to the site. Geosyntec compared the information contained in
the manufacturer's documentation against the requirements listed in the Project
Documents. The documentation included information regarding the properties of the
material used to manufacture the strip composite. Based on this comparison, the strip
composite material delivered to the site met the requirements of the Project Documents.
The submittal package for the strip composite materials is presented in Appendix B.

SC0349 CQA ReportF 20101130_NL 37 November 2010
9. CONSTRUCTION QUALITY ASSURANCE – CONCRETE
9.1 General
Geosyntec monitored the concrete placement in the side slope riser pipe support and
spillway. CQA activities in support of concrete placement included the following:
• Reviewing the submitted concrete mix design for general compliance with the
Project Documents;
• Monitoring the subgrade surface is prepared in accordance with the Project
Documents;
• Monitoring and documenting that the liner system components, along with the
anchor trench and cushion geotextile, are installed in accordance with the
requirements of the Project Documents;
• Monitoring and documenting that the welded wire fabric is installed in
accordance with the requirements of the Project Documents;
• Sampling and testing of the concrete material to evaluate compliance with the
Project Documents;
• Documenting that the concrete was constructed using equipment and methods
indicated in the Project Documents; and
• Reviewing the concrete tickets prior to installing the concrete to monitor that the
concrete meets the requirements outlined in the Project Documents.
9.2 Submittal Review
Geosyntec personnel reviewed the submittals for the concrete mix design. The
submittals were in compliance with the Project Documents and are presented in
Appendix J.
9.3 Conformance Sampling and Testing
Approximately 44 cy of concrete was placed in an emergency spillway area for the
Project. One concrete sample was taken by Geosyntec for conformance testing. The
cylinders were cured and subjected to compression testing in accordance with
ASTM C 172 and C 31. The 7-day compression test results for the Project indicate that
the average compression strength of the concrete is approximately 3,721 psi, which

SC0349 CQA ReportF 20101130_NL 38 November 2010
exceeds the minimum required compressive strength in the Project Documents of 3,000
psi at 28 days. The compression test results are presented in Appendix J-2.
9.4 Construction Quality Assurance Monitoring
Placement of concrete for the Project was monitored by Geosyntec personnel for
compliance with the Project Documents. Geosyntec CQA personnel monitored:
• quality of the subgrade prior to concrete placement;
• placement of reinforcement;
• placement and consolidation of concrete;
• placement of construction joints; and
• curing of concrete.

SC0349 CQA ReportF 20101130_NL 39 November 2010
10. CONSTRUCTION QUALITY ASSURANCE – SURVEYING
Geosyntec personnel reviewed the surveyor’s submittals to ensure the subgrade was
graded to specified tolerances for the Project. Record drawings of the subgrade, finish
grade, piping, and limits of the liner system are included in Appendix K.

SC0349 CQA ReportF 20101130_NL 40 November 2010
11. SUMMARY AND CONCLUSIONS
Construction of Cell 4B at the White Mesa Mill site began on 16 December 2009 and
was completed on 30 November 2010. During this time, Geosyntec provided CQA
personnel on site to monitor construction and document consistency with the
requirements of the Project Documents. As part of the CQA activities, Geosyntec
personnel monitored the construction and installation of the following:
• well abandonment;
• earthworks (excavation, backfill, subgrade preparation, drainage aggregate, and
anchor trench backfill);
• geosynthetics (woven/non-woven geotextiles, geonet, geomembrane, strip
drainage composite, and GCL); and
• concrete.
During construction, Geosyntec CQA personnel performed conformance testing and
CQA testing on the construction materials identified in this report at the frequencies
required in the Project Documents. Geosyntec CQA personnel monitored that the
materials used for construction conformed to the requirements of the Project
Documents. A condition or material that was identified as not conforming to the
requirements of the Project Documents or approved modifications thereto was
corrected, repaired, and retested (as described in this report) or discarded and not used.
Based on our observations and testing, Geosyntec concludes that Cell 4B at the White
Mesa Mill Facility was constructed in accordance with the drawings, specifications, and
approved modifications.

SC0349 CQA ReportF 20101130_NL 42 November 2010
13. REFERENCES
Geosyntec, 2007. Cell 4B Design Report, White Mesa Mill, Blanding, Utah, December.

Appendix A
Photo Log
Appendix A – Photo Log
1 of 22

Photo 1

Date: 11/20/2009

Direction: Southwest

Description: Well
abandonment
Photo 2

Date: 11/21/2009

Direction: West

Description:
Vegetation Removal
Appendix A – Photo Log
2 of 22

Photo 3

Date: 12/16/2009

Direction: South

Description: Soil
Excavation
Photo 4

Date: 1/14/2010

Direction: Southwest

Description: Soil
excavation and
drilling for rock
blasting.
Appendix A – Photo Log
3 of 22

Photo 5

Date: 6/9/2010

Direction: West

Description:
Subgrade
preparation.
Photo 6

Date: 7/7/2010

Direction: West

Description:
Moisture
conditioning of
engineered fill used
to construct south
berm.
Appendix A – Photo Log
4 of 22

Photo 7

Date: 11/8/2010

Direction: East

Description:
Moisture/Density
testing of compacted
engineered fill by
ASTM D 6938
Photo 8

Date: 8/30/2010

Direction: East

Description:
Geomembrane
storage
Appendix A – Photo Log
5 of 22

Photo 9

Date: 8/30/2010

Direction: West

Description: Geonet
storage
Photo 10

Date: 11/7/2010

Direction: N/A

Description:
Extrusion trial weld
preparation.
Appendix A – Photo Log
6 of 22

Photo 11

Date: 11/7/2010

Direction: N/A

Description:
Extrusion trial weld
of textured and
smooth
geomembrane seam
Photo 12

Date: 11/7/2010

Direction: N/A

Description:
Extrusion trial weld
testing using a
calibrated
tensiometer.
Appendix A – Photo Log
7 of 22

Photo 13

Date: 6/23/2010

Direction: South

Description: GCL
hydration
Photo 14

Date: 6/29/2010

Direction: South

Description: GCL and
secondary liner
deployment. Anchor
trench was 1 ft over
excavated to allow
anchoring with 1 ft
backfill until geonet
and primary
geomembrane was
deployed.
Appendix A – Photo Log
8 of 22

Photo 15

Date: 10/11/2010

Direction: N/A

Description: GCL
hydration sample
collection
Photo 16

Date: 9/30/10

Direction: Southeast

Description: Leak
detection system side
slope riser pipe
installation.
Appendix A – Photo Log
9 of 22

Photo 17

Date: 11/3/2010

Direction: Southeast

Description: Leak
detection system
header pipe and
aggregate
installation.
Photo 18

Date: 11/3/2010

Direction: South

Description: Leak
detection system
pipe and aggregate
installation.
Appendix A – Photo Log
10 of 22

Photo 19

Date: 11/2/2010

Direction: South

Description: Geonet
deployment
Photo 20

Date: 11/4/2010

Direction: South

Description: Tying of
geonet seams.
Appendix A – Photo Log
11 of 22

Photo 21

Date: 11/6/10

Direction: East

Description: Primary
liner deployment.
Photo 22

Date: 10/20/10

Direction: West

Description: Primary
liner deployment
Appendix A – Photo Log
12 of 22

Photo 23

Date: 11/4/2010

Direction: South

Description: Fusion
welding of panels.
Photo 24

Date: 11/4/2010

Direction: South

Description: Fusion
welding of panels.
Appendix A – Photo Log
13 of 22

Photo 25

Date: 11/4/2010

Direction: Northeast

Description: Non-
destructive air testing
of fusion welded
seams.
Photo 26

Date: 11/18/2010

Direction: N/A

Description:
Destructive sample
location mark-out.
Appendix A – Photo Log
14 of 22

Photo 27

Date: 11/18/2010

Direction: N/A

Description:
Destructive sample
collection.
Photo 28

Date: 11/7/2010

Direction: N/A

Description:
Extrusion welding of
repair
Appendix A – Photo Log
15 of 22

Photo 29

Date: 11/10/2010

Direction: N/A

Description: Non-
destructive vacuum
box testing of
extrusion weld.
Photo 30

Date: 9/30/2010

Direction: Southeast

Description: Slimes
drain sump drainage
aggregate installation
Appendix A – Photo Log
16 of 22

Photo 31

Date: 11/7/2010

Direction: N/A

Description: Slimes
drain header pipe
connection to side
slope riser pipe.
Photo 32

Date: 11/7/2010

Direction: Northwest

Description: Sewing
of geotextile around
slimes drain header
pipe
Appendix A – Photo Log
17 of 22

Photo 33

Date: 11/7/2010

Direction: Northwest

Description:
Geotextile
installation around
slimes drain header
pipe.
Photo 34

Date: 11/7/2010

Direction: Northwest

Description: Slimes
drain header pipe
Appendix A – Photo Log
18 of 22

Photo 35

Date: 10/23/2010

Direction: N/A

Description: Slimes
drain strip composite
and sandbag
installation.
Photo 36

Date: 11/9/2010

Direction: Northwest

Description: Slimes
drain strip composite
and sandbag
installation.
Appendix A – Photo Log
19 of 22

Photo 37

Date: 11/23/2010

Direction: Northwest

Description:
Following a
windstorm on
11/20/2010, the
nonwoven geotextile
surrounding the
slimes drain header
was repaired.
Photo 38

Date: 11/25/2010

Direction: Northwest

Description:
Completed slimes
drain header pipe
Appendix A – Photo Log
20 of 22

Photo 39

Date: 11/7/2010

Direction: East

Description: Anchor
trench backfill
compaction.
Photo 40

Date: 11/3/2010

Direction: North

Description: Spillway
concrete placement.
Appendix A – Photo Log
21 of 22

Photo 41

Date: 11/11/2010

Direction: South

Description:
Concrete spillway
between Cells 4A and
4B.
Photo 42

Date: 11/11/2010

Direction: South

Description:
Concrete anchor wall
for side slope riser
pipes.
Appendix A – Photo Log
22 of 22

Photo 43

Date: 11/3/2010

Direction: South

Description:
Concrete sample
collection.

Appendix B
Construction Documentation and
Correspondence

Appendix B-1
Design Changes

Cell 4B Lining System Construction Geosynthetic Clay Liner
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SECTION 02772
GEOSYNTHETIC CLAY LINER
PART 1 – GENERAL
1.01 SCOPE
A. The Geosynthetic Installer shall furnish all labor, materials, tools, supervision, transportation,
equipment, and incidentals necessary for installation of the geosynthetic clay liner (GCL). The
work shall be carried out as specified herein and in accordance with the Drawings and
Construction Quality Assurance (CQA) Plan.
B. The work shall include, but not be limited to, delivery, offloading, storage, placement, anchorage,
and seaming of the GCL.
1.02 RELATED SECTIONS
Section 02220 – Subgrade Preparation
Section 02770 – Geomembrane
1.03 REFERENCES
A. Drawings
B. Site CQA Plan
C. Latest Version American Society of Testing and Materials (ASTM) Standards:
ASTM D 5887 Test Method for Measurement of Index Flux Through Saturated Geosynthetic
Clay Liner Specimens using a Flexible Wall Permeameter
ASTM D 5888 Guide for Storage and Handling of Geosynthetic Clay Liners
ASTM D 5890 Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay
Liners
ASTM D 5891 Test Method for Fluid Loss of Clay Component of Geosynthetic Clay Liners
ASTM D 5993 Test Method for Measuring Mass per Unit Area of Geosynthetic Clay Liners
1.04 QUALIFICATIONS
A. GCL Manufacturer:
1. The Manufacturer shall be a well-established firm with more than five (5) years of
experience in the manufacturing of GCL.
2. The GCL Manufacturer shall be responsible for the production of GCL rolls and shall
have sufficient production capacity and qualified personnel to provide material meeting
the requirements of this Section and the construction schedule for this project.
B. GCL Installer:
1. The Geosynthetic Installer shall install the GCL and shall meet the requirements of
Section 02770 Subpart 1.04. B and this Section.
2. The Geosynthetics Installer shall be responsible and shall provide sufficient resources for
field handling, deploying, temporarily restraining (against wind), and other aspects of the

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deployment and installation of the GCL and other geosynthetic components of the
project.
1.05 SUBMITTALS
A. At least 7 days before transporting any GCL to the site, the Manufacturer shall provide the
following documentation to the Construction Manager for approval.
1. list of material properties, including test methods utilized to analyze/confirm properties.
2. GCL samples.
3. projected delivery dates for this project.
4. Manufacturing quality control certificates for each shift's production for which GCL for
the project was produced, signed by responsible parties employed by the Manufacturer
(such as the production manager).
5. Manufacturer Quality Control (MQC) certificates, including:
a. roll numbers and identification; and
b. MQC results, including description of test methods used, outlined in
Subpart 2.02 of this Section.
6. Certification that the GCL meets all the properties outlined in Subpart 2.01 of this
Section.
1.06 CONSTRUCTION QUALITY ASSURANCE (CQA) MONITORING
A. The Geosynthetic Installer shall be aware of all monitoring and conformance testing required by
the CQA Plan. This monitoring and testing, including random conformance testing of
construction materials and completed work, will be performed by the CQA Consultant. If
nonconformances or other deficiencies are found in the materials or completed work, the
Geosynthetic Installer will be required to repair the deficiency or replace the deficient materials at
no additional cost to the Owner.
PART 2 – PRODUCTS
2.01 MATERIAL PROPERTIES
A. The flux of the bentonite portion of the GCL shall be no greater than 1×10-8 m3/m2-sec, when
measured in a flexible wall permeameter in accordance with ASTM D 5887 under an effective
confining stress of 5 pounds per square inch (psi).
B. The GCL shall have the following minimum dimensions:
1. the minimum roll width shall be 15 feet; and
2. the linear length shall be long enough to conform with the requirements specified in this
Section.
C. The bentonite used to fabricate the GCL shall be comprised of at least 88 percent sodium
montmorillonite.
D. The bentonite component of the GCL shall be applied at a minimum concentration of
0.75 pound per square foot (psf), when measured at a water content of 0 percent.
E. The GCL shall meet or exceed all required property values listed in Table 02772-1.

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F. The bentonite will be adhered to the backing material(s) in a manner that prevents it from being
dislodged when transported, handled, and installed in a manner prescribed by the Manufacturer.
The method used to hold the bentonite in place shall not be detrimental to other components of the
lining system.
G. The geotextile components of the GCL shall be woven and nonwoven and have a combined mass
per unit area of 9 ounces per square yard (oz./SY).
H. The GCL shall be needle punched.
2.02 INTERFACE SHEAR TESTING
A. Interface Shear test(s) shall be performed on the proposed geosynthetic components in accordance
with ASTM D 6243. Tests shall be performed on several geosynthetic interfaces as outlined
below.
1. Hydrated GCL interface – the GCL shall be overlain by a textured 60-mil HDPE
geomembrane. Concrete sand shall be placed overlying and underlying the materials
being tested.
Before shearing, the GCL shall be hydrated under a loading of 250 psf for 48
hours. The test shall be performed at normal stresses of 100, 200, and 400 psf at
a shear rate of no more than 0.04 in./min. (1 mm/min.).DCN-03, 5/25/10
a. Before shearing, the GCL shall be hydrated under a loading of 100, 200, and
250 psf for 48 hours for tests performed at normal stresses of 100, 200, and 400
psf, respectively. Shear rate shall be no more than 0.04 in./min. (1 mm/min.).
DCN-03, 5/25/10
The results of this test shall have peak shear strength values in excess of 60 psf,
120 psf, and 240 psf for normal stresses of 100 psf, 200 psf, and 400 psf,
respectively. DCN-03, 5/25/10
b. The results of this test shall have a peak apparent friction angle in excess of
22 degrees. DCN-03, 5/25/10
Hydrated GCL interface – the GCL shall be overlain by a smooth 60-mil HDPE
geomembrane, geotextile, and gravel material. Concrete sand shall be placed overlying
and underlying the materials being tested. DCN-03, 5/25/10
2. Hydrated GCL interface – the GCL shall be overlain by a smooth 60-mil HDPE
geomembrane. Concrete sand shall be placed overlying and underlying the materials
being tested. DCN-03, 5/25/10
a. Before shearing, the GCL shall be hydrated under a loading of 250 psf for 48
hours. The test shall be performed at normal stresses of 10, 20, and 40 psi at a
shear rate of no more than 0.04 in./min. (1 mm/min.).
b. The results of this test shall have a peak apparent friction angle in excess of
11 degrees.
2.03 MANUFACTURING QUALITY CONTROL (MQC)
A. The GCL shall be manufactured with quality control procedures that meet or exceed generally
accepted industry standards.
B. The Manufacturer shall sample and test the GCL to demonstrate that the material complies with
the requirements of this Section.

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C. Any GCL sample that does not comply with this Section will result in rejection of the roll from
which the sample was obtained. The Manufacturer shall replace any rejected rolls.
D. If a GCL sample fails to meet the quality control requirements of this Section, the Construction
Manager will require that the Manufacturer sample and test, at the expense of the Manufacturer,
rolls manufactured in the same lot, or at the same time, as the failing roll. Sampling and testing of
rolls shall continue until a pattern of acceptable test results is established to determine the bounds
of the failed roll(s). All rolls pertaining to failed tests shall be rejected.
E. Additional sample testing may be performed, at the Manufacturer's discretion and expense, to
more closely identify the extent of any non-complying rolls and/or to qualify individual rolls.
F. Sampling shall, in general, be performed on sacrificial portions of the GCL material such that
repair is not required. The Manufacturer shall sample and test the GCL to demonstrate that its
properties conform to the requirements stated herein. At a minimum, the following (MQC) tests
shall be performed by the Manufacturer: dry mass per unit area (ASTM D5993) and index flux at
frequencies of at least one per 50,000 square feet and one per 200,000 square feet, respectively.
G. The Manufacturer shall comply with the certification and submittal requirements of this Section.
2.04 PACKING AND LABELING
A. GCL shall be supplied in rolls wrapped in impervious and opaque protective covers.
B. GCL shall be marked or tagged with the following information:
1. Manufacturer's name;
2. product identification;
3. lot number;
4. roll number; and
5. roll dimensions.
2.05 TRANSPORTATION, HANDLING AND STORAGE
A. The Geosynthetic Manufacturer shall be liable for any damage to the GCL incurred prior to and
during transportation to the site.
B. Handling, storage, and care of the GCL at the site prior to and following installation, are the
responsibility of the Geosynthetic Installer, until final acceptance by the Owner.
C. The GCL shall be stored and handled in accordance with ASTM D 5888.
D. The Geosynthetic Installer shall be liable for all damage to the materials incurred prior to and
during transportation to the site including hydration of the GCL prior to placement.
E. The GCL shall be on-site at least 14 days prior to the scheduled installation date to allow for
completion of conformance testing described in Subpart 3.07 of this Section.
PART 3 – EXECUTION
3.01 FAMILIARIZATION
A. Prior to implementing any of the work described in this Section, the Geosynthetic Installer shall
carefully inspect the installed work of all other Sections and verify that all work is complete to the
point where the installation of this Section may properly commence without adverse impact.

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B. If the Geosynthetic Installer has any concerns regarding the installed work of other Sections, he
should notify the Construction Manager in writing prior to commencing the work. Failure to
notify the Construction Manager or commencing installation of the GCL will be construed as
Geosynthetic Installer's acceptance of the related work of all other Sections.
C. A pre-installation meeting shall be held to coordinate the installation of the GCL with the
installation of other components of the lining system.
3.02 SURFACE PREPARATION
A. The Geosynthetics Installer shall provide certification in writing that the surface on which the
GCL will be installed is acceptable. This certification of acceptance shall be given to the
Construction Manager prior to commencement of geosynthetics installation in the area under
consideration. Special care shall be taken to maintain the prepared soil surface.
B. Special care shall be taken to maintain the prepared soil surface. The subgrade shall be moisture
conditioned prior to installation of the GCL. GCL subgrade shall be moisture conditioned the day
before installation such that the surface is workable but not dry to a depth of more than 1 inch
from subgrade surface.
C. No GCL shall be placed onto an area that has been softened by precipitation or that has cracked
due to desiccation. The soil surface shall be observed daily to evaluate the effects of desiccation
cracking and/or softening on the integrity of the prepared subgrade.
3.03 HANDLING AND PLACEMENT
A. The Geosynthetic Installer shall handle all GCL in such a manner that it is not damaged in any
way.
B. In the presence of wind, all GCL shall be sufficiently weighted with sandbags to prevent their
movement.
C. Any GCL damaged by stones or other foreign objects, or by installation activities, shall be
repaired in accordance with Subpart 3.06 by the Geosynthetic Installer, at the expense of the
Geosynthetic Installer.
D. All GCL shall be hydrated by the Geosynthetic Installer once in place by direct spraying with
water. Hydrated GCL shall be defined as greater than 50% moisture content when tested in
accordance with ASTM D 2216. To monitor the hydration process, small, shallow, flat bottom
containers shall be deployed on the GCL surface by the CQA Site Manager during water spraying
to measure the amount (depth) of water applied. Minimum depth of water will be 1/8-inch.
During hot, dry periods, additional water may be required. Upon completion of the direct
spraying with water, the GCL shall be covered with the overlying secondary geomembrane within
2 hours. Samples of the hydrated GCL will be obtained by the CQA Site Manager from locations
of destructive tests in the secondary geomembrane. GCL sample holes shall be repaired in
accordance with Part 3.06 of this Section.
E. The GCL shall be installed with the woven geotextile facing up (against the overlying
geomembrane).
3.04 OVERLAPS
A. On slopes steeper than 10:1 (horizontal:vertical), all GCL shall be continuous down the slope, i.e.,
no horizontal seams shall be allowed on the slope. Horizontal seams shall be considered as any
seam having an alignment exceeding 30 degrees from being perpendicular to the slope contour
lines, unless otherwise approved by the Construction Manager.

Cell 4B Lining System Construction Geosynthetic Clay Liner
SC0349.TECHNICALSPECIFICATIONS4B.F.REV-1.DCN-03.20100525.DOC Page 02772- 6 October 2009

B. All GCL shall be overlapped in accordance with the Manufacturer's recommended procedures. At
a minimum, along the length (i.e., the sides) of the GCL placed on slopes steeper than 10:1
(horizontal:vertical), the overlap shall be 12 inches, and along the width (i.e., the ends) the overlap
shall be 24 inches.
C. At a minimum, along the length (i.e., the sides) of the GCL placed on non-sloped areas (i.e. slopes
no steeper than 10:1), the overlap shall be 6-inches, and along the width (i.e., the ends) the overlap
shall be 12-inches.
3.05 MATERIALS IN CONTACT WITH THE GCL
A. Installation of other components of the liner system shall be carefully performed to avoid damage
to the GCL.
B. Construction Manager approved low ground pressure equipment may be driven directly on the
GCL.
C. Installation of the GCL in appurtenant areas, and connection of the GCL to appurtenances shall be
made according to the Drawings. The Geosynthetic Installer shall ensure that the GCL is not
damaged while working around the appurtenances.
3.06 REPAIR
A. Any holes or tears in the GCL shall be repaired by placing a GCL patch over the defect. On
slopes steeper than 10 percent, the patch shall overlap the edges of the hole or tear by a minimum
of 2 feet in all directions. On slopes 10 percent or flatter, the patch shall overlap the edges of the
hole or tear by a minimum of 1 foot in all directions. The patch shall be secured with a
Manufacturer recommended water-based adhesive.
B. Care shall be taken to remove any soil, rock, or other materials, which may have penetrated the
torn GCL.
C. The patch shall not be nailed or stapled.
3.07 CONFORMANCE TESTING
A. Samples of the GCL will be removed by the CQA Site Manager and sent to a Geosynthetic CQA
Laboratory for testing to ensure conformance with the requirements of this Section and the CQA
Plan. The Geosynthetic Installer shall assist the CQA Site Manager in obtaining conformance
samples. The Geosynthetic Installer shall account for this testing in the installation schedule.
B. At a minimum, the following conformance tests will be performed at a minimum frequency rate of
one sample per 100,000 square feet: mass per unit area (ASTM D 5993) and bentonite moisture
content (ASTM D 5993). At a minimum, the following conformance tests will be performed at a
frequency of one sample per 400,000 square feet: index flux (ASTM D 5887). If the GCL
Manufacturer provides material that requires sampling at a frequency (due to lot size, shipment
size, etc.) resulting in one sample per less than 90 percent of 100,000 square feet (90,000 square
feet), then the Geosynthetic Installer shall pay the cost for all additional testing.
C. The CQA Consultant may increase the frequency of sampling in the event that test results do not
comply with the requirements of Subpart 2.01 of this Section until passing conformance test
results are obtained for all material that is received at the site. This additional testing shall be
performed at the expense of the Geosynthetic Installer.
D. Any GCL that is not certified by the Manufacturer in accordance with Subpart 1.05 of this Section
or that does not meet the requirements specified in Subpart 2.01 shall be rejected and replaced by
the Geosynthetic Installer, at the expense of the Geosynthetic Installer.

Cell 4B Lining System Construction Geosynthetic Clay Liner
SC0349.TECHNICALSPECIFICATIONS4B.F.REV-1.DCN-03.20100525.DOC Page 02772- 7 October 2009

3.08 PROTECTION OF WORK
A. The Geosynthetic Installer shall protect all work of this Section.
B. In the event of damage, the Geosynthetic Installer shall immediately make all repairs and
replacements necessary to the approval of the Construction Manager, at the expense of the
Geosynthetic Installer.
PART 4 – MEASUREMENT AND PAYMENT
4.01 GENERAL
A. Providing for and complying with the requirements set forth in this Section for GCL will be
measured as in-place square feet (SF), as measured by the surveyor, to the limits shown on the
Drawings, and payment will be based on the unit price provided on the Bid Schedule.
B. The following are considered incidental to the Work:
• Submittals.
• Quality Control.
• Shipping, handling and storage.
• Overlaps and seaming.
• Layout survey.
• Mobilization.
• Rejected material.
• Rejected material removal, handling, re-testing, and repair.
• Overlaps and seaming.
• Temporary anchorage.
• Visqueen.

Cell 4B Lining System Construction Geosynthetic Clay Liner
SC0349.TECHNICALSPECIFICATIONS4B.F.REV-1.DCN-03.20100525.DOC Page 02772- 8 October 2009

TABLE 02772-1
REQUIRED GCL PROPERTY VALUES
PROPERTIES QUALIFIERS UNITS SPECIFIEDVALUES TEST METHOD
Liner System Properties
Interface Shear Strength minimum
DCN-03, 5/25/10
psf
DCN-03, 5/25/10
60, 120, 240(1a)
DCN-03, 5/25/10
ASTM D 6243 (2)
DCN-03, 5/25/10
minimum
DCN-03, 5/25/10
degrees
DCN-03, 5/25/10
22(1a)
DCN-03, 5/25/10
ASTM D 6243 (2)
DCN-03, 5/25/10
minimum degrees 11(1b) ASTM D 6243(2)
GCL Properties
Bentonite Content4 minimum lb/ft3 0.75 ASTM D 5993
Bentonite Swell Index minimum mL/2g 24 ASTM D 5890
Bentonite Fluid Loss maximum mL 18 ASTM D 5891
Hydraulic Index Flux maximum m3/m2-s 1 x 10-8 ASTM D 58873

Notes: (1a) Hydrated GCL overlain by a textured 60-mil HDPE geomembrane.
(1b) Hydrated GCL overlain by a smooth 60-mil HDPE geomembrane, geotextile, and gravel material. DCN-03, 5/25/10
(1b) Hydrated GCL overlain by a smooth 60-mil HDPE geomembrane. DCN-03, 5/25/10
(2) Interface shear strength testing shall be performed, by the CQA Consultant, in accordance with Part 2.02 of this Section.
(3) Hydraulic flux testing shall be performed under an effective confining stress of 5 pounds per square inch.
(4) Measured at a moisture content of 0 percent; also known as mass per unit area

[END OF SECTION]

Page 1 of 7

Written by: R. Flynn Date: 5/17/10 Reviewed by: G. Corcoran Date:

Client: DMC Project: WMM- Cell 4B Project/
Proposal No.:
SC0349-05 Task
No.:
01

SC0349.VeneerStability4B.20100524.d.calc.doc
SIDE SLOPE RISER TRENCH STABILITY EVALUATION
VENEER STABILITY OF GEOSYNTHETIC-SOIL LINED SLOPES

OBJECTIVE

To evaluate the tension developed within the geosynthetic-soil layered side slope riser
trench liner of the tailings pond liner system for the White Mesa Mill Cell 4B in
Blanding, Utah.

SUMMARY OF RESULTS

The calculations suggest that the minimum peak geosynthetic interface friction angle of
26 degrees and 15 pounds per square foot (psf) peak adhesion exceeds the requirement
to prevent the development of tension in the geosynthetic components of the side slope
riser trench liner system with a factor of safety of 1.72. To achieve a minimum factor of
safety of 1.3, a geosynthetic interface friction angle of 22 degrees and 0 psf peak
adhesion is required.

METHOD OF ANALYSIS

The stability analysis of the geosynthetic-soil layered systems was carried out using the
approach outlined by Koerner and Soong [1998] (Attachment A). This approach
calculates the driving force of an active soil wedge along a geosynthetic-soil layered
side slope and compares it to the resisting force of the complementary passive soil
wedge to evaluate the overall factor of safety against failure. The method presented by
Koerner and Soong [1998] allows for the consideration of a uniform depth soil layer
and the influence of dynamic equipment loading.

SIDE SLOPE RISER TRENCH LINER SYSTEM

The side slope liner system consists of, from top to bottom (Figure 1):

• Woven Geotextile;
• 2 ft gravel;

Page 2 of 7

Written by: R. Flynn Date: 5/17/10 Reviewed by: G. Corcoran Date:

Client: DMC Project: WMM- Cell 4B Project/
Proposal No.:
SC0349-05 Task
No.:
01

SC0349.VeneerStability4B.20100524.d.calc.doc
• Cushion Geotextile;
• 60-mil HDPE Geomembrane, textured;
• Cushion Geotextile;
• 60-mil HDPE Geomembrane, textured;
• Geosynthetic clay liner (GCL) consisting of bentonite sandwiched
between a top woven geotextile and a bottom nonwoven geotextile
needle-punched together; and
• Prepared subgrade.

The critical side slope inclination is a maximum of 3.0H:1.0V. The maximum height of
the side slope riser trench is 40 vertical feet, located in the southeast corner of Cell 4B.

MATERIAL PARAMETERS

Based on a review of potential liner interfaces, the likely critical interface has been
identified as the textured HDPE geomembrane and the woven component of the GCL
(in accordance with the technical specifications, the woven side of the GCL is to be
installed against the overlying secondary geomembrane while the nonwoven component
is installed against the underlying subgrade). Based on laboratory test data of material
intended for the site, this interface has been shown to have a shear strength of
approximately 26 degrees and 15 psf adhesion (Attachment B).

REVIEW OF REPORTED INTERFACE STRENGTHS
The following values for the interface friction between the geosynthetic and soil
components of the liner system represent values reported in the literature and with
laboratory test results:

Gravel (GP) 38 NAVFAC(1), 0 psf cohesion
(Attachment D)
NW geotextile to Textured HDPE 34 4th GRI Seminar (Attachment
E)

Page 3 of 7

Written by: R. Flynn Date: 5/17/10 Reviewed by: G. Corcoran Date:

Client: DMC Project: WMM- Cell 4B Project/
Proposal No.:
SC0349-05 Task
No.:
01

SC0349.VeneerStability4B.20100524.d.calc.doc
Textured HDPE to Hydrated GCL (woven) 26 laboratory testing, 15 psf
adhesion (Attachment B)
Internal GCL 35 Bentomat(2), 350 psf adhesion
(Attachment C)
Hydrated GCL (non-woven) to Subgrade 28 Bentomat(3), 186 psf adhesion
(Attachment C)

1. NAVFAC (1982) lists typical shear strength values for various soils based on 100 percent
standard Proctor compaction. Actual construction materials would likely be placed at 90 percent of the
modified Proctor compaction. To be conservative, a value of phi = 32 degrees was used.

2. Values of peak friction angle reported for internal shear strength of CETCO Bentomat
GCL under hydrated conditions at a shearing rate of 0.04 in/min. Normal stresses of 0.7, 1.4, and 2.8 psi
yielded a friction angle of 35 degrees, 350 psf adhesion.

3. Values of peak friction angle reported for interface shear strength between clayey sand
subgrade soil and nonwoven geotextile side of CETCO Bentomat GCL under hydrated conditions at a
shearing rate of 0.04 in/min. Normal stresses of 1.5, 3.5, and 7.0 psi yielded a friction angle of 27.8
degrees, 186 psf adhesion.

DESIGN CRITERION

For the geosynthetic-soil lined slopes of the Cell 4B liner system it was desired to evaluate
inclination which would introduce no geosynthetic tension. Subsequently, zero
geosynthetic tension was established as the design criterion for veneer stability of the
geosynthetic-soil lined side slopes.

In consideration of the significance of no tension in the geosynthetic liner system and
consistent with current practice, Geosyntec will adopt a factor of safety (FS) equal to or
greater than 1.3 for veneer stability.

ANALYSIS

According to the Koerner and Soong approach, a soil veneer on a side slope is stable
when the resultant driving force on the passive wedge (EP) is equal to the resultant

Page 4 of 7

Written by: R. Flynn Date: 5/17/10 Reviewed by: G. Corcoran Date:

Client: DMC Project: WMM- Cell 4B Project/
Proposal No.:
SC0349-05 Task
No.:
01

SC0349.VeneerStability4B.20100524.d.calc.doc
resistant force on the active wedge (EA). The following equations represent the
resultant resistance and active forces, respectively:
()()()FSsin
sinCtanNcosNWFSEaAAA
A β
β+δ−β−= (Attachment A, 2 of 6)
φβ−β
φ+=tansin)FS(cos
tanWCEP
P (Attachment A, 2 of 6)

The variables will be defined in a subsequent section.

By setting EA=EP, the resulting equation may be arranged in the form of the quadratic
equation ax2+bx+c=0. Considering FS as the variable of interest, the resulting equation
is as follows:

() ()0cFSbFSa2=++ (Attachment A, 2 of 6)

The factor of safety may be obtained from the solution of the following equation:

a2
ac4bbFS
2 −+−= (Attachment A, 2 of 6)

Where the constants are defined, as in Attachment A, 6 of 6: ()ββ−=coscosNWaAA (1)
()()()[]φ+β+ββ+δ+φββ−−=tanWCsincossinCtanNtansincosNWbPaAAA (2)
()φβ+δ=tansinCtanNc2
aA (3)

In which the variables are indicated on Figure 1 and defined as follows:
β
⋅=sin
hcC (4) (Attachment A, 2 of 6)

Page 5 of 7

Written by: R. Flynn Date: 5/17/10 Reviewed by: G. Corcoran Date:

Client: DMC Project: WMM- Cell 4B Project/
Proposal No.:
SC0349-05 Task
No.:
01

SC0349.VeneerStability4B.20100524.d.calc.doc
⎟⎟⎠
⎞⎜⎜⎝
⎛
β−=sin
hLcCaa (5) (Attachment A, 2 of 6)
⎟⎟⎠
⎞⎜⎜⎝
⎛β−β−⋅=2
tan
sin
1
h
LhγW2
A (6) (Attachment A, 2 of 6)
β=cosWNAA (7) (Attachment A, 2 of 6)
β
⋅γ=2sin
hW
2
P (8) (Attachment A, 2 of 6)

β = soil slope angle beneath the geomembrane, 18.4° for 3H:1V slope
δ = minimum interface friction angle of side slope liner system, 26°
φ = friction angle of gravel, 32°
γ = unit weight of the gravel, 127 pcf
C = cohesive force along the failure plane of the passive wedge
c = cohesion of the gravel, 0 psf
Ca = adhesive force
ca = adhesion between the GCL and the geomembrane, 15 psf
h = thickness of the gravel, 2 feet
L = length of slope measured along the geomembrane beneath gravel, 126.5 feet
NA = effective force normal to the failure plane of the active wedge
WA = total weight of the active wedge
WP = total weight of the passive wedge

Substituting the variables and solving equations (4)-(8), above:

β
⋅=sin
hcC )6.26sin(
20⋅==0 lbs/ft (4)
⎟⎟⎠
⎞⎜⎜⎝
⎛−=βsin
hLcCaa ⎟⎠
⎞⎜⎝
⎛−=4.18sin
25.12615 = 1,803 lbs/ft (5)
⎟⎟⎠
⎞⎜⎜⎝
⎛β−β−⋅=2
tan
sin
1
h
LhγW2
A =⎟⎠
⎞⎜⎝
⎛−−⋅=2
4.18tan
4.18sin
1
2
5.12621272 30,445lbs/ft (6)

Page 6 of 7

Written by: R. Flynn Date: 5/17/10 Reviewed by: G. Corcoran Date:

Client: DMC Project: WMM- Cell 4B Project/
Proposal No.:
SC0349-05 Task
No.:
01

SC0349.VeneerStability4B.20100524.d.calc.doc
β=cosWNAA =30,445 · cos 18.4 = 28,883 lbs/ft (7)
β
⋅γ=2sin
hW
2
P = 847 lbs/ft (8)

Next, substituting the solutions to equations (4)-(8) into equations (1)-(3):
a= (30,445 – 28,883 · cos18.4) cos (18.4) = 2,887 lbs/ft (1)

b= -[(30,445 – 28,883 · cos 18.4) sin 18.4 tan 32
+ (28,883 tan 26 + 1803) sin 18.4 cos 18.4
+ sin 18.4 (0 + 847 tan 32)=-5,534 lbs/ft (2)

c = (28,883 tan 26 + 1803) sin2 18.4 tan 32 = 992 lbs/ft (3)

Finally, inserting the solutions to (1), (2) and (3) and solving the following equation:
a2
ac4bbFS
2 −+−=28872
992288745534)5534(2
⋅
⋅⋅−−+−−== 1.72
Therefore, the factor of safety for the veneer stability of the operations layer on a
sideslope composite liner system is 1.724. This factor of safety satisfies the stability
criterion of 1.3, as previously described.

RESULTS AND CONCLUSIONS

The results suggest that the proposed side slope riser trench liner system satisfies the
design criteria of no geosynthetic tension development:

Soil Cover Layer Equipment Tension
Inclination (H:V) Loading FS

3.0H:1V NONE 1.724

Page 7 of 7

Written by: R. Flynn Date: 5/17/10 Reviewed by: G. Corcoran Date:

Client: DMC Project: WMM- Cell 4B Project/
Proposal No.:
SC0349-05 Task
No.:
01

SC0349.VeneerStability4B.20100524.d.calc.doc
Results of veneer stability analyses presented herein indicate that the interface friction
angle (peak) of 26 degrees with apparent peak cohesion of 15 psf for the GCL to
textured geomembrane interface meets the static factor of safety that satisfies that
design criteria of no tension in the geosynthetic liner system.

Further analysis of the GCL to textured geomembrane interface indicates a minimum
friction angle of 22 degrees with no apparent peak cohesion will meet the static factor
of safety that satisfies the design criteria of no tension in the geosynthetic liner system.

REFERENCES

CETCO, 2000, Bentomat/Claymax Technical Manual, September. (Attachment C)

Koerner, R. K. and Soong, T.Y., [1998], “Analysis and Design of Veneer Cover Soils”,
Proceedings of the Sixth International Conference on Geosynthetics, Atlanta,
Georgia, Vol. I, 1998. (Attachment A)

NAVFAC (1982), “Foundations and Earth Structures, Design Manual - 7.2,”
Department of Navy, Naval Facilities Engineering Command, May 1982
(Attachment D)

Proceedings of the 4th GRI Seminar on the Topic of Landfill Closures. GRI – Dec 14,
1990. (Attachment E)

(1) Project Variables
Unit weight of rock (g):127 pcf
Rock thickness at crest (hc):2 ft
Slope Height (H):40.0 ft
Length of Slope 126.52 ft
Friction angle of rock (f):32 degrees
0.56 radians
Cohesion of rock ( c ):0 psf
Rock and Liner inclination (nH:1V):3
Slope angle 0.32 radians
Slope angle 18.4 degrees
(2) Geosynthetic Properties
Minimum friction angle :26 degrees
0.45 radians
Adhesion Intercept (ca)15 psf
Product name :Geocomposite/Geomembrane
Allowable tensile strength:90 ppi
CALCULATION OF VENEER STABILITY
Page 1 of 1
Written By:Rebecca Flynn Date: 24-May-10 Reviewed by:Date:
Client: Denison Mines (USA) Corp Project: WMM Cell 4B Project No.:SC0349
g pp
(3) Equipment Loading
Equipment Type:NONE
Width of placement track, b 0.0 inches
Influence Factor, I 0.00 (see Figure 7, Attachment A)
Length of placement track, w 0.0 inches
Actual weight of equipment, Wb 0 lbs
Acceleration of equipment, a 0.00 g
(4) Analysis Output
Cohesion Force along failure plane of passive wedge (C ) 0 ppf
Adhesive Force b/w operations layer of active wedge and geomembrane (Ca)1803 ppf
Total weight of active wedge (Wa) 30445 ppf
Effective force normal to failure plane of the active wedge (Na) 28883 ppf
Total weight of passive wedge (Wp) 847 ppf
Surface stress (q)NA psf
Vertical force of equipment (We)NA ppf
Dynamic Equipment Loading, parallel to slope (Fe)NA ppf
Equiment force Normal to to Active Wedge (Ne)NA ppf
Factor of Safety (FS) 1.72
Reference:
Koerner, R. M., Soong, T. [1998]. "Analysis and Design of Veneer Cover Soils", Proceedings of the
Sixth International Conference on Geosynthetics.
Programmed by: J. Soule, 2005
Page 1 of 1
Written By:Rebecca Flynn Date: 24-May-10 Reviewed by:Date:
Client: Denison Mines (USA) Corp Project: WMM Cell 4B Project No.:SC0349
(1) Project Variables
Unit weight of rock (g):127 pcf
Rock thickness at crest (hc):2 ft
Slope Height (H):40.0 ft
Length of Slope 126.52 ft
Friction angle of rock (f):32 degrees
0.56 radians
Cohesion of rock ( c ):0 psf
Rock and Liner inclination (nH:1V):3
Slope angle 0.32 radians
Slope angle 18.4 degrees
(2) Geosynthetic Properties
Minimum friction angle :22 degrees
0.38 radians
Adhesion Intercept (ca)0 psf
Product name :Geocomposite/Geomembrane
Allowable tensile strength:90 ppi
CALCULATION OF VENEER STABILITY
Page 1 of 1
Written By:Rebecca Flynn Date: 24-May-10 Reviewed by:Date:
Client: Denison Mines (USA) Corp Project: WMM Cell 4B Project No.:SC0349
g pp
(3) Equipment Loading
Equipment Type:NONE
Width of placement track, b 0.0 inches
Influence Factor, I 0.00 (see Figure 7, Attachment A)
Length of placement track, w 0.0 inches
Actual weight of equipment, Wb 0 lbs
Acceleration of equipment, a 0.00 g
(4) Analysis Output
Cohesion Force along failure plane of passive wedge (C ) 0 ppf
Adhesive Force b/w operations layer of active wedge and geomembrane (Ca)0 ppf
Total weight of active wedge (Wa) 30445 ppf
Effective force normal to failure plane of the active wedge (Na) 28883 ppf
Total weight of passive wedge (Wp) 847 ppf
Surface stress (q)NA psf
Vertical force of equipment (We)NA ppf
Dynamic Equipment Loading, parallel to slope (Fe)NA ppf
Equiment force Normal to to Active Wedge (Ne)NA ppf
Factor of Safety (FS) 1.28
Reference:
Koerner, R. M., Soong, T. [1998]. "Analysis and Design of Veneer Cover Soils", Proceedings of the
Sixth International Conference on Geosynthetics.
Programmed by: J. Soule, 2005
Page 1 of 1
Written By:Rebecca Flynn Date: 24-May-10 Reviewed by:Date:
Client: Denison Mines (USA) Corp Project: WMM Cell 4B Project No.:SC0349
Design Change Notification
Project:Denison Mines -Cell 4B Construction DCN No.:DCN-OOS
Blanding,Utah
Project No.:SC0349 Contractor:AEG
References:
RFI No.:Drawing No.:7
Specification Section:CQA Section No.:
Design Change:
This design change clarifies the locations ofgeonet and cushion geotextile in the slimes drain and leak
detection sumps.The location ofthe leak detection side slope riser pipe and slimes drain side slope riser
pipe are corrected on the detail.
Attachments:
Revised Drawing 7
This design change notification shall be included into the contract documents referenced above and is
officially incorporated into the contract documents as of the date latest signature approval date on this
document.
Approved By:..............~
Engineer of Record:()fi Date:
fI/1k6
Construction Manager:Uv
~Date:Ilj,l...//0c:..'\

Cell 4B Lining System Construction Polyvinyl Chloride Pipe
Rev-1 DCN-06
SC0349.TECHNICALSPECIFICATIONS4B.F.REV-3.DCN-06.20101130 Page 02616-1 October 2009
November 2010
SECTION 02616 POLYVINYL CHLORIDE (PVC) PIPE
PART 1 – GENERAL
1.01 DESCRIPTION OF WORK
A. The Contractor shall furnish all labor, materials, tools, supervision, transportation, and equipment
necessary to install perforated and solid wall polyvinyl chloride (PVC) Schedule 40 pipe and
fittings, as shown on the Drawings and in accordance with the Construction Quality Assurance
(CQA) Plan.
1.02 RELATED SECTIONS
Section 02225 – Drainage Aggregate
Section 02270 – Geomembrane
Section 02771 – Geotextile
Section 02772 – Geonet
1.03 REFERENCES
A. Drawings.
B. Site CQA Plan.
C. Latest version of the American Society for Testing and Materials (ASTM) standards:
ASTM D 1784 Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and
chlorinated Poly (Vinyl Chloride) (CPVC) Compounds.
ASTM D 1785 Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80 and 120.
ASTM D 2466 Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings,
Schedule 40.
ASTM D 2564 Standard Specification for Solvent Cements for Poly (Vinyl Chloride) (PVC)
Plastic Pipe and Fittings.
ASTM D 2774 Practice for Underground Installation of Thermoplastic Pressure Piping.
ASTM D 2855 Standard Practice for Making Solvent-Cemented Joints with Poly (Vinyl
Chloride) (PVC) Pipe and Fittings.
ASTM F 656 Standard Specification for Primers for Use in Solvent Cement Joints of Poly
(Vinyl Chloride) (PVC) Plastic Pipe and Fittings.

Cell 4B Lining System Construction Polyvinyl Chloride Pipe
Rev-1 DCN-06
SC0349.TECHNICALSPECIFICATIONS4B.F.REV-3.DCN-06.20101130 Page 02616-2 October 2009
November 2010
1.04 SUBMITTALS
A. The Contractor shall submit to the Construction Manager for approval, at least 7 days prior to
installation of this material, Certificates of Compliance for the pipe and fittings to be furnished.
Certificates of Compliance shall consist of a properties sheet, including specified properties
measured using test methods indicated herein.
B. The Contractor shall submit to the Construction Manager, Record Drawings of the installed piping
at a frequency of not less than once per every 50 feet of installed pipe and strip composite. Record
Drawings shall be submitted within 7 days of completion of the record survey.
1.05 CQA MONITORING
A. The Contractor shall ensure that the materials and methods used for PVC pipe and fittings
installation meet the requirements of the Drawings and this Section. Any material or method that
does not conform to these documents, or to alternatives approved in writing by the Construction
Manager, will be rejected and shall be repaired or replaced by the Contractor at no additional cost
to the Owner.
PART 2 – MATERIALS
2.01 PVC PIPE & FITTINGS
A. PVC pipe and fittings shall be manufactured from a PVC compound which meets the requirements
of Cell Classification 12454 polyvinyl chloride as outlined in ASTM D 1784.
B. PVC pipe shall meet the requirements of ASTM D 1784 and ASTM D 1785 for Schedule 40 PVC
pipe.
C. PVC fittings shall meet the requirements of ASTM D 2466.
D. Clean rework or recycle material generated by the Manufacturer's own production may be used so
long as the pipe or fittings produced meet all the requirements of this Section.
E. Pipe and fittings shall be homogenous throughout and free of visible cracks, holes, foreign
inclusions, or other injurious defects, being uniform in color, capacity, density, and other physical
properties.
F. PVC pipe and fitting primer shall meet the requirements of ASTM F 656 and solvent cements
shall meet the requirements of ASTM D 2564.
2.02 PVC PERFORATED PIPE
A. Perforated pipe shall meet the requirements listed above for solid wall pipe, unless otherwise
approved by the Design Engineer. PVC pipe perforations shall be as shown on the Drawings.
2.03 STRIP COMPOSITE
A. Strip composite shall be comprised of high density polyethylene core Multi-Flow Drainage
Systems 12-inch product, or Design Engineer approved equal. Consideration for equality will
involve chemical resistance, compressive strength, and flow capacity. Strip composite shall be
installed as shown on the Drawings.
B. Sand bags used to continuously cover the strip composite shall be comprised of woven geotextile
capable of allowing liquids to pass and shall have a minimum length of 18-inches.

Cell 4B Lining System Construction Polyvinyl Chloride Pipe
Rev-1 DCN-06
SC0349.TECHNICALSPECIFICATIONS4B.F.REV-3.DCN-06.20101130 Page 02616-3 October 2009
November 2010
C. Sand bags shall contain Utah Department of Transportation (UDOT) concrete sand having a
carbonate loss of no greater than 10 percent by dry weight basis when tested in accordance with
ASTM D 3042 and meeting the following gradation.
Sieve Size Percent Passing
3/8 inch 100%
No. 4 95% to 100%
No. 16 45% to 80%
No. 50 10% to 30%
No. 100 2% to 10%

D. Contractor shall monitor that sand bags shall not be overfilled to the extent that the underlying
strip composite is visible.
E. In lieu of sand bag replacement if underlying strip composite is visible, additional sand bags may
be placed parallel and adjacent to strip composite and overlying sandbags such that visible
portions of the strip composite are covered. DCN-06, 11/30/10
PART 3 – PART 3 EXECUTION
3.01 PVC PIPE HANDLING
A. When shipping, delivering, and installing pipe, fittings, and accessories, do so to ensure a sound,
undamaged installation. Provide adequate storage for all materials and equipment delivered to the
site. PVC pipe and pipe fittings shall be handled carefully in loading and unloading so as not to
damage the pipe, fittings, or underlying materials.
3.02 PVC PIPE INSTALLATION
A. PVC pipe installation shall conform to these Specifications, the Manufacturer’s recommendations,
and as outlined in ASTM D 2774.
B. PVC perforated and solid wall pipe shall be installed as shown on the Drawings.
C. PVC pipe shall be inspected for cuts, scratches, or other damages prior to installation. Any pipe
showing damage, which in the opinion of the CQA Consultant will affect performance of the pipe,
must be removed from the site. Contractor shall replace any material found to be defective at no
additional cost to the Owner.
3.03 JOINING OF PVC PIPES
A. PVC pipe and fittings shall be joined by primer and solvent-cements per ASTM D 2855.
B. All loose dirt and moisture shall be wiped from the interior and exterior of the pipe end and the
interior of fittings.
C. All pipe cuts shall be square and perpendicular to the centerline of the pipe. All burrs, chips, etc.,
from pipe cutting shall be removed from pipe interior and exterior.

Cell 4B Lining System Construction Polyvinyl Chloride Pipe
Rev-1 DCN-06
SC0349.TECHNICALSPECIFICATIONS4B.F.REV-3.DCN-06.20101130 Page 02616-4 October 2009
November 2010
D. Pipe and fittings shall be selected so that there will be as small a deviation as possible at the joints,
and so inverts present a smooth surface. Pipe and fittings that do not fit together to form a tight fit
will be rejected.
3.04 PROTECTION OF WORK
A. The Contractor shall use all means necessary to protect all work of this Section.
B. In the event of damage, the Contractor shall make all repairs and replacements necessary, to the
satisfaction of the Construction Manager.
PART 4 – MEASUREMENT AND PAYMENT
4.01 GENERAL
A. Providing for and complying with the requirements set forth in this Section for 4-inch PVC Pipe
will be measured as in-place linear foot (LF) to the limits shown on the Drawings, and payment
will be based on the unit price provided on the Bid Schedule.
B. Providing for and complying with the requirements set forth in this Section for 18-inch PVC Pipe
will be measured as in-place LF to the limits shown on the Drawings, and payment will be based
on the unit price provided on the Bid Schedule.
C. Providing for and complying with the requirements set forth in this Section for Strip Drain,
including connectors and sand bags, will be measured as in-place LF to the limits shown on the
Drawings, and payment will be based on the unit price provided on the Bid Schedule.
D. The following are considered incidental to the Work:
• Submittals.
• Quality Control.
• Shipping, handling and storage.
• Fittings.
• Drainage aggregate.
• Joining.
• Mobilization.
• Placement.
• Rejected material.
• Rejected material removal, handling, re-testing, and repair.
• Gravel and sand bags.

[END OF SECTION]

Appendix B-2
Contractor’s Submittals
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
20-Jul-09 2008-1
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS Materials Quantity: .0872 c.f./LF of 4" PVC
COPY TO:SIGNED:
Well Abandonment02070-17/20/2009
A
Submittal ID Submittal No.Section Title Additional Description
1 02070
ASSOCIATES, INC.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Zoe Kemler Date: 11/11/09 Job No.: SC0349-04
ADDRESS: KGL Associates, Inc. Project Name
813 14th Street, Suite A Denison Mines (USA) Corp.
Golden, CO 80401 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02070-01 Revision No.:B Contractor Submittal No.: 02070-01
Specification Section(s): 02070 Date of Submittal Report: 11/6/09
Submittal Subject: Well Abandonment – Resubmitted with additional material and quantity details
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

11/11/09 11/12/09
Prepared by Date
Rebecca Flynn
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:6/10/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02070-01C Revision No.: Contractor Submittal No.: 02070-01C
Specification Section(s): 02070 Date of Submittal Report: 6/2/10
Submittal Subject: Well Abandonment
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Please provide volume of water used to hydrate bentonite.

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/11/10 06/11/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:6/14/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02070-01D Revision No.: Contractor Submittal No.: 02070-01D
Specification Section(s): 02070 Date of Submittal Report: 6/14/10
Submittal Subject: Well Abandonment
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

10/25/10

Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
14-Jun-10 2008-1
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS Water usage included
COPY TO: SIGNED:
D
Submittal ID Submittal No. Section Title Additional Description
1 020706/14/2010 02070-1 Well Abandonment Resubmitted with actual material used quantity details
ASSOCIATES, INC.
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
20-Jul-09 2008-1
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS Attached:
-Description in letter signed by Well Abandonment Subcontractor and State Engineer
-Well Abandonment Report - sample
COPY TO:SIGNED:
Well Abandonment02070-27/20/2009
A
Submittal ID Submittal No.Section Title Additional Description
1 02070
ASSOCIATES, INC.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Zoe Kemler Date: 11/5/09 Job No.: SC0349-04
ADDRESS: KGL Associates, Inc. Project Name
813 14th Street, Suite A Denison Mines (USA) Corp.
Golden, CO 80401 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02200-02B Revision No.: Contractor Submittal No.: 02200-02B
Specification Section(s): 02200 – Earthwork Date of Submittal Report: 8/11/09
Submittal Subject: Revised Blast Plan
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

Rebecca Flynn
11/6/09 11/6/09
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

1
August 6, 2009

Mr. Mark Kerr
KGL and Associates
Golden CO.

RE: Blanding, UT. – Evaporation cell construction for Denison Mining.

Dear Mark,

Please make reference to our recent meeting at your office and to our many
conversations concerning the above mentioned project. The existing situation of the
conditions at the site are perfect for a successful drilling and blasting program. The right
amount of overburden is on top of the rock to keep the explosive energy within the rock
mass. As we have spoke of before, to remove any overburden will severely compromise
the blasting safety and efficiency.

2
The previous sketch shows the proposed evaporation cell and how it has been
divided into blasting zones. The boundaries of these said zones were determined by the
total excavation depth.

The overburden on top of the rock is to be left in place for the drilling and
blasting. Below, please note the excavation data (Averaged) for each of the zones:

SURFACE TO
FINAL
SURFACE TO
TOP/ROCK
TOP/ROCK TO
FINAL
ZONE 1 CUT – 17’ CUT – 7’ CUT – 10’
ZONE 2 CUT – 19’ CUT – 8’ CUT – 11’
ZONE 3 CUT – 16’ CUT – 8’ CUT – 8’
ZONE 4 CUT – 13’ CUT – 5’ CUT – 8’
ZONE 5 CUT – 25’ CUT – 11’ CUT – 14’

As the above chart indicates, Zone 4 has the lease amount of excavation in terms
of depth. This is why this area has been chosen to test for the excavation being performed
by conventional equipment. ( ripping)

BLASTING DETAILS

3
Vibration or air overpressure will not be a problem at the existing mill structures
that are 3,000 ft away. A seismograph will be placed at the structure closest to the blast
for every blast that is done.

DRILLING AND BLASTING LOGISTICS

The drilling and blasting will commence in the area shown on a previous sketch
toward the Northwest portion of the proposed cell. This slot will be blasted from the
North excavation limits to the limits on the West side of the cell.

After partial excavation of the slot, blasting will proceed in both directions,
perpendicular to the slot. This will provide the relief needed to reduce the ground
vibrations at the outer limits of the cell and also direct the shots away from the other
existing evaporation cells.

The excavation of the shot material from one blast, shall be performed on one side
of the slot, while another blast is being prepared on the opposite side. It might be
necessary to establish another area of excavation, so that the drilling and blasting
operation can stay well ahead of the excavation crew.

Sincerely,

Rod A. Schuch
Buckley Powder Company
Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 1

Picture 105 – Well head with surface completion

Picture 106 – Well head

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 2

Picture 107 – Electrical transformers

Picture 108 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 3

Picture 109 – Electrical Transformers

Picture 110 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 4

Picture 111 – Electrical Transformers

Picture 112 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 5

Picture 113 – Electrical Transformers

Picture 114 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 6

Picture 115 – Electrical Transformers

Picture 116 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 7

Picture 117 – Electrical Transformers

Picture 118 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 8

Picture 119 – Electrical Transformers

Picture 120 – Walking Planks

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 9

Picture 121 – Walking Planks

Picture 122 – Walking Planks

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 10

Picture 123 – Walking Planks

Picture 124 – Walking Planks

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 11

Picture 125 – Walking Planks

Picture 126 – Exposed Liner Flashing

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 12

Picture 127 – Exposed Liner Flashing

Picture 128 – Exposed Liner Flashing

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 13

Picture 129 – Exposed Liner Flashing

Picture 130 – Exposed Liner Flashing

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 14

Picture 131 – Exposed Liner Flashing

Picture 132 – Vegetated Slopes

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Zoe Kemler Date: 11/5/09 Job No.: SC0349-04
ADDRESS: KGL Associates, Inc. Project Name
813 14th Street, Suite A Denison Mines (USA) Corp.
Golden, CO 80401 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02200-06 Revision No.: Contractor Submittal No.: 02200-06
Specification Section(s): 02200 – Earthwork Date of Submittal Report: 8/11/09
Submittal Subject: Electronic Boundary Survey Files
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

Rebecca Flynn 11/5/09 11/5/09
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:A
LETTER OF TRANSMITTAL
DATE JOB NO.
11-Aug-09 2008-1
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
A
Submittal ID Submittal No. Section Title Additional Description
1 8/11/2009 02200-6 Earthwork2200 Electronic boundary files provided to the CM
ASSOCIATES, INC.
1
August 6, 2009

Mr. Mark Kerr
KGL and Associates
Golden CO.

RE: Blanding, UT. – Evaporation cell construction for Denison Mining.

Dear Mark,

Please make reference to our recent meeting at your office and to our many
conversations concerning the above mentioned project. The existing situation of the
conditions at the site are perfect for a successful drilling and blasting program. The right
amount of overburden is on top of the rock to keep the explosive energy within the rock
mass. As we have spoke of before, to remove any overburden will severely compromise
the blasting safety and efficiency.

2
The previous sketch shows the proposed evaporation cell and how it has been
divided into blasting zones. The boundaries of these said zones were determined by the
total excavation depth.

The overburden on top of the rock is to be left in place for the drilling and
blasting. Below, please note the excavation data (Averaged) for each of the zones:

SURFACE TO
FINAL
SURFACE TO
TOP/ROCK
TOP/ROCK TO
FINAL
ZONE 1 CUT – 17’ CUT – 7’ CUT – 10’
ZONE 2 CUT – 19’ CUT – 8’ CUT – 11’
ZONE 3 CUT – 16’ CUT – 8’ CUT – 8’
ZONE 4 CUT – 13’ CUT – 5’ CUT – 8’
ZONE 5 CUT – 25’ CUT – 11’ CUT – 14’

As the above chart indicates, Zone 4 has the lease amount of excavation in terms
of depth. This is why this area has been chosen to test for the excavation being performed
by conventional equipment. ( ripping)

BLASTING DETAILS

3
Vibration or air overpressure will not be a problem at the existing mill structures
that are 3,000 ft away. A seismograph will be placed at the structure closest to the blast
for every blast that is done.

DRILLING AND BLASTING LOGISTICS

The drilling and blasting will commence in the area shown on a previous sketch
toward the Northwest portion of the proposed cell. This slot will be blasted from the
North excavation limits to the limits on the West side of the cell.

After partial excavation of the slot, blasting will proceed in both directions,
perpendicular to the slot. This will provide the relief needed to reduce the ground
vibrations at the outer limits of the cell and also direct the shots away from the other
existing evaporation cells.

The excavation of the shot material from one blast, shall be performed on one side
of the slot, while another blast is being prepared on the opposite side. It might be
necessary to establish another area of excavation, so that the drilling and blasting
operation can stay well ahead of the excavation crew.

Sincerely,

Rod A. Schuch
Buckley Powder Company
Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 1

Picture 105 – Well head with surface completion

Picture 106 – Well head

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 2

Picture 107 – Electrical transformers

Picture 108 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 3

Picture 109 – Electrical Transformers

Picture 110 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 4

Picture 111 – Electrical Transformers

Picture 112 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 5

Picture 113 – Electrical Transformers

Picture 114 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 6

Picture 115 – Electrical Transformers

Picture 116 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 7

Picture 117 – Electrical Transformers

Picture 118 – Electrical Transformers

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 8

Picture 119 – Electrical Transformers

Picture 120 – Walking Planks

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 9

Picture 121 – Walking Planks

Picture 122 – Walking Planks

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 10

Picture 123 – Walking Planks

Picture 124 – Walking Planks

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 11

Picture 125 – Walking Planks

Picture 126 – Exposed Liner Flashing

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 12

Picture 127 – Exposed Liner Flashing

Picture 128 – Exposed Liner Flashing

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 13

Picture 129 – Exposed Liner Flashing

Picture 130 – Exposed Liner Flashing

Pre-Blast Survey Report, White Mesa Uranium Mill, August 27, 2009, Page 14

Picture 131 – Exposed Liner Flashing

Picture 132 – Vegetated Slopes

Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
02-Jul-10 2008-1
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
A
Submittal ID Submittal No. Section Title Additional Description
1 7/2/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on July 1, 2010, and is
accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The Final Grade Elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Colorado, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade/Surface Survey
FG 7.01.2010

1016_FG,320336.770,2577707.466,5564.094,FINAL-SURFACE
1015_FG,320346.951,2577658.496,5564.424,FINAL-SURFACE
1014_FG,320357.297,2577609.616,5564.728,FINAL-SURFACE
1351_FG,320330.775,2577736.896,5563.928,FINAL-SURFACE
1278_FG,320425.690,2577723.817,5609.138,FINAL-SURFACE
1277_FG,320434.887,2577674.791,5609.145,FINAL-SURFACE
1276_FG,320444.378,2577625.530,5608.980,FINAL-SURFACE
1275_FG,320454.442,2577576.530,5609.004,FINAL-SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
09-Jul-10 2008-1
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.02200-77/9/2010
B
Submittal ID Submittal No. Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on July 8, 2010, and is
accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Colorado, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade/Surface Survey
FG 7.08.2010

1017_FG,320231.468,2577688.738,5563.221,FINAL-SURFACE
1018_FG,320249.564,2577590.333,5563.894,FINAL-SURFACE
1019_FG,320267.798,2577492.043,5564.457,FINAL-SURFACE
1046_FG,320169.433,2577473.921,5563.755,FINAL-SURFACE
1047_FG,320151.333,2577572.109,5563.067,FINAL-SURFACE
1048_FG,320052.874,2577554.033,5562.330,FINAL-SURFACE
1049_FG,320071.054,2577455.654,5562.937,FINAL-SURFACE
1076_FG,319972.727,2577437.461,5562.183,FINAL-SURFACE
1077_FG,319954.555,2577535.949,5561.517,FINAL-SURFACE
1078_FG,319856.279,2577517.735,5560.754,FINAL-SURFACE
1079_FG,319874.369,2577419.345,5561.372,FINAL-SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
15-Jul-10 2008-1
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
C
Submittal ID Submittal No. Section Title Additional Description
1 7/15/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on July 15, 2010, and is
accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8. Additionally a survey was completed on PT 1416 of the LDS
trench, the final surface elevation is 1ft below that shown on 3A of 8 inside the trench

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 7.15.2010

1274_FG,320464.289,2577527.536,5608.899,FINAL-SURFACE
1273_FG,320474.122,2577478.494,5608.882,FINAL-SURFACE
1020_FG,320285.866,2577393.599,5565.024,FINAL-SURFACE
1045_FGk,320187.646,2577375.602,5564.269,FINAL-SURFACE
1050_FG,320089.184,2577357.350,5563.488,FINAL-SURFACE
1075_FG,319991.070,2577339.116,5562.787,FINAL-SURFACE
1080_FG,319892.655,2577321.015,5561.999,FINAL-SURFACE
1282_FG,320367.941,2577560.639,5565.012,FINAL-SURFACE
1283_FG,320378.520,2577511.835,5565.413,FINAL-SURFACE
1418_FG,320389.177,2577462.958,5565.708,FINAL-SURFACE
1081_FG,319910.803,2577222.656,5562.653,FINAL-SURFACE
1284_FG,320398.510,2577413.778,5566.026,FINAL-SURFACE
1013_FG,320384.390,2577411.871,5565.876,FINAL-SURFACE

Final Surface LDS
7.14.2010

1416_FG,320345.154,2577428.676,5564.393,FINAL SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
15-Jul-10 2008-1
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.02200-77/15/2010
D
Submittal ID Submittal No. Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on July 15, 2010, and is
accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 7.15.2010A

1272_FG,320482.749,2577429.177,5608.762,FINAL-SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
15-Jul-10 2008-1
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO: SIGNED:
Mark P. Kerr
On the approved survey submittals below, KGL surveys were completed under a registered Utah PLS. The text "I, Ronald G. Nereson, a
registered Professional Land Surveyor in the State of Colorado, hereby Certify that this Land Survey Plat and survey work upon which it is
based were made by me or under my direct supervision, and that the results of the survey; the survey monuments found or set to
conduct this survey and to mark the boundaries of the described property as indicated." was used on these submittals. Ronald Nereson
is PLS #6914142-2201 for the State of Utah and the reference to Colorado was in the text above was in error. This submittal has been
submitted so that all records show that Ronald Nereson is a PLS for the State of Utah.

02200-7-B, 02200-7-A, 02220-1-A, 02220-1-B, 02220-1-C, 02220-1-D, 02220-1-E, 02220-1-F, 02220-1-G, 02220-1-H, 02220-1-I, 02220-
1-Jb, 2220-1-Kb, 02220-1-L, 02220-1-M
E
Submittal ID Submittal No. Section Title Additional Description
1 7/15/2010 02200-7 Earthwork2200 PLS State Correction
ASSOCIATES, INC.
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
20-Jul-10 2008-1
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
F
Submittal ID Submittal No. Section Title Additional Description
1 7/20/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on July 21, 2010, and is
accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 7.21.2010

1271_FG,320491.120,2577379.963,5608.767,FINAL-SURFACE
1270_FG,320499.625,2577330.617,5608.879,FINAL-SURFACE
1286_FG,320416.361,2577315.362,5566.607,FINAL-SURFACE
1285_FG,320407.406,2577364.689,5566.331,FINAL-SURFACE
1012_FG,320402.518,2577313.435,5566.437,FINAL-SURFACE
1074_FG,320009.049,2577240.823,5563.419,FINAL-SURFACE
1051_FG,320107.466,2577258.962,5564.188,FINAL-SURFACE
1044_FG,320205.680,2577277.198,5564.996,FINAL-SURFACE
1021_FG,320304.080,2577295.362,5565.736,FINAL-SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
23-Jul-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.02200-77/23/2010
G
Submittal ID Submittal No. Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on July 23, 2010, and is
accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 7.23.2010

1269_FG,320508.540,2577281.495,5608.790,FINAL-SURFACE
1268_FG,320517.700,2577232.381,5608.802,FINAL-SURFACE
1082_FG,319929.127,2577124.385,5563.300,FINAL-SURFACE
1073_FG,320027.285,2577142.552,5564.030,FINAL-SURFACE
1052_FG,320125.631,2577160.840,5564.822,FINAL-SURFACE
1043_FG,320223.946,2577178.792,5565.622,FINAL-SURFACE
1022_FG,320322.354,2577196.954,5566.335,FINAL-SURFACE
1011_FG,320420.696,2577215.215,5567.171,FINAL-SURFACE
1288_FG,320435.941,2577217.345,5567.278,FINAL-SURFACE
1287_FG,320425.944,2577266.355,5566.893,FINAL-SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
28-Jul-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
H
Submittal ID Submittal No. Section Title Additional Description
1 7/28/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on July 28, 2010, and is
accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 7.28.2010

1289_FG,320446.001,2577168.382,5567.551,FINAL-SURFACE
1290_FG,320455.870,2577119.310,5567.935,FINAL-SURFACE
1010_FG,320438.788,2577116.710,5567.818,FINAL-SURFACE
1023_FG,320340.313,2577098.574,5566.982,FINAL-SURFACE
1042_FG,320242.027,2577080.545,5566.208,FINAL-SURFACE
1053_FG,320143.796,2577062.295,5565.482,FINAL-SURFACE
1072_FG,320045.544,2577044.144,5564.690,FINAL-SURFACE
1267_FG,320526.856,2577183.223,5608.735,FINAL-SURFACE
1266_FG,320535.975,2577133.995,5608.610,FINAL-SURFACE
1083_FG,319947.145,2577026.015,5563.926,FINAL-SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
30-Jul-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.02200-77/30/2010
I
Submittal ID Submittal No. Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on July 29, 2010, and is
accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 7.29.2010

1291_FG,320466.029,2577070.257,5568.252,FINAL-SURFACE
1292_FG,320476.039,2577021.400,5568.478,FINAL-SURFACE
1009_FG,320457.925,2577017.966,5568.448,FINAL-SURFACE
1264_FG,320554.423,2577035.742,5608.161,FINAL-SURFACE
1265_FG,320545.179,2577084.866,5608.454,FINAL-SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
16-Aug-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
J
Submittal ID Submittal No. Section Title Additional Description
1 8/16/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on August 13, 2010, and
is accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 8.13.2010
1024_FG,320358.789,2577000.269,5567.596,FINAL-SURFACE
1041_FG,320260.303,2576982.049,5566.780,FINAL-SURFACE
1054_FG,320161.869,2576963.924,5566.073,FINAL-SURFACE
1071_FG,320063.650,2576945.899,5565.246,FINAL-SURFACE
1084_FG,319965.245,2576927.737,5564.532,FINAL-SURFACE
1085_FG,319983.520,2576829.404,5565.073,FINAL-SURFACE
1070_FG,320081.741,2576847.452,5565.874,FINAL-SURFACE
1055_FG,320180.043,2576865.581,5566.658,FINAL-SURFACE
1040_FG,320278.381,2576883.776,5567.372,FINAL-SURFACE
1025_FG,320376.988,2576902.032,5568.175,FINAL-SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
16-Aug-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.02200-78/16/2010
K
Submittal ID Submittal No. Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on August 16, 2010, and
is accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 8.16.2010
1263_FG,320563.687,2576986.604,5608.208,FINAL-SURFACE
1262_FG,320573.018,2576937.517,5608.388,FINAL-SURFACE
1261_FG,320582.523,2576888.419,5608.547,FINAL-SURFACE
1260_FG,320591.777,2576839.274,5608.704,FINAL-SURFACE
1259_FG,320600.493,2576790.044,5608.590,FINAL-SURFACE
1258_FG,320609.173,2576740.814,5608.370,FINAL-SURFACE
1298_FG,320534.412,2576727.044,5570.416,FINAL-SURFACE
1006_FG,320511.973,2576722.879,5570.270,FINAL-SURFACE
1297_FG,320524.858,2576776.093,5570.136,FINAL-SURFACE
1296_FG,320515.330,2576825.171,5569.772,FINAL-SURFACE
1007_FG,320494.001,2576821.294,5569.651,FINAL-SURFACE
1295_FG,320505.553,2576874.251,5569.535,FINAL-SURFACE
1294_FG,320495.890,2576923.365,5569.177,FINAL-SURFACE
1008_FG,320475.988,2576919.705,5569.011,FINAL-SURFACE
1293_FG,320486.119,2576972.356,5568.897,FINAL-SURFACE
1026_FG,320394.941,2576803.770,5568.843,FINAL-SURFACE
1039_FG,320296.612,2576785.445,5568.084,FINAL-SURFACE
1056_FG,320198.241,2576767.266,5567.304,FINAL-SURFACE
1069_FG,320099.961,2576749.064,5566.517,FINAL-SURFACE
1027_FG,320413.073,2576705.432,5569.539,FINAL-SURFACE
1038_FG,320314.758,2576687.106,5568.718,FINAL-SURFACE
1057_FG,320216.470,2576668.944,5567.973,FINAL-SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
23-Aug-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
L
Submittal ID Submittal No. Section Title Additional Description
1 8/23/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on August 21, 2010, and
is accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 8.21.2010
1058_FG,320234.652,2576570.760,5568.476,FINAL-SURFACE
1037_FG,320333.079,2576588.734,5569.282,FINAL-SURFACE
1028_FG,320431.405,2576606.991,5570.068,FINAL-SURFACE
1005_FG,320530.066,2576624.549,5570.828,FINAL-SURFACE
1299_FG,320544.087,2576678.010,5570.737,FINAL-SURFACE
1300_FG,320553.845,2576628.877,5571.129,FINAL-SURFACE
1301_FG,320563.459,2576579.782,5571.391,FINAL-SURFACE
1255_FG,320635.489,2576593.149,5607.969,FINAL-SURFACE
1256_FG,320626.688,2576642.325,5608.162,FINAL-SURFACE
1257_FG,320617.852,2576691.576,5608.224,FINAL-SURFACE
1004_FG,320548.035,2576526.175,5571.478,FINAL-SURFACE
1029_FG,320449.623,2576508.662,5570.718,FINAL-SURFACE
1036_FG,320351.129,2576490.444,5569.923,FINAL-SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
29-Aug-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.02200-78/29/2010
M
Submittal ID Submittal No. Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on August 27, 2010, and
is accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 8.27.2010
1382_FG,319587.897,2577569.276,5599.745,FINAL-SURFACE
1381_FG,319632.398,2577587.315,5601.044,FINAL-SURFACE
1378_FG,319679.735,2577604.585,5601.579,FINAL-SURFACE
1377_FG,319726.963,2577621.386,5601.918,FINAL-SURFACE
1376_FG,319754.173,2577541.405,5559.748,FINAL-SURFACE
1379_FG,319707.032,2577524.742,5559.410,FINAL-SURFACE
1380_FG,319659.895,2577508.034,5559.086,FINAL-SURFACE
1383_FG,319612.711,2577491.138,5558.685,FINAL-SURFACE
1384_FG,319565.607,2577474.035,5558.419,FINAL-SURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
31-Aug-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
N
Submittal ID Submittal No. Section Title Additional Description
1 8/31/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on August 31, 2010, and
is accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1 vertical
feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying
Final Grade Surface Survey FG 8.31.2010 1385_FG,319540.889,2577552.772,5599.060,FINALSURFACE
1105_FG,319757.868,2577499.470,5559.905,FINALSURFACE 1104_FG,319776.153,2577401.147,5560.583,FINALSURFACE 1103_FG,319794.252,2577302.889,5561.229,FINALSURFACE 1102_FG,319812.366,2577204.543,5561.790,FINALSURFACE 1109_FG,319714.129,2577186.402,5561.001,FINALSURFACE 1108_FG,319695.866,2577284.630,5560.381,FINALSURFACE 1107_FG,319677.798,2577383.120,5559.791,FINALSURFACE 1106_FG,319659.536,2577481.284,5559.152,FINALSURFACE 1132_FG,319579.623,2577364.815,5558.944,FINALSURFACE
1131_FG,319597.590,2577266.573,5559.646,FINALSURFACE 1130_FG,319615.668,2577168.261,5560.271,FINALSURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
07-Sep-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 80401 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO:SIGNED:
Mark P. Kerr
O
Submittal ID Submittal No.Section Title Additional Description
1 9/7/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on September 03, 2010,
and is accurate to the best of my knowledge. The points submitted are in ASCII format as
required including the DWG file for these points. The surveys performed are of final finished
surface for the as built of cell 4b, the final grade elevations of which are to be within + 0.1
vertical feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 9.03.2010
1068_FG,320118.253,2576650.879,5567.113,FINALSURFACE
1099_FG,319866.923,2576909.518,5563.731,FINALSURFACE
1100_FG,319848.942,2577007.852,5563.100,FINALSURFACE
1101_FG,319830.551,2577106.160,5562.450,FINALSURFACE
1110_FG,319732.385,2577088.035,5561.625,FINALSURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
10-Oct-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
P
Submittal ID Submittal No. Section Title Additional Description
1 10/10/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on August 13, 2010, and
is accurate to the best of my knowledge. The point submitted is in ASCII format as required
including the DWG file for these points. The survey performed is final finished surface on a
leak detection trench for the as-built. The Final surface Grade Elevation submitted which is 1
Ft. below the elevations shown on 3A of 8 be within + 0.1 vertical feet of elevation on the
drawings.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface
FG 9.10.2010

1412_FG,319916.943,2576852.353,5563.352,FINAL-SURFACE

Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
14-Sep-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.02200-79/14/2010
P
Submittal ID Submittal No. Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on September 13, 2010,
and is accurate to the best of my knowledge. The point submitted is in ASCII format as
required including the DWG file for these points. The survey performed is final finished
surface on a leak detection trench for the as-built. The Final surface Grade Elevation submitted
which is 1 Ft. below the elevations shown on 3A of 8 be within + 0.1 vertical feet of elevation
on the drawings.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface
FG 9.13.2010

1410_FG,319601.351,2577165.005,5559.129,FINALSURFACE

Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
14-Sep-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 80401 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO:SIGNED:
Mark P. Kerr
R
Submittal ID Submittal No.Section Title Additional Description
1 9/14/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on September 14, 2010,
and is accurate to the best of my knowledge. The points submitted are in ASCII format as
required including the DWG file for these points. The surveys performed are of final finished
surface for the as built of cell 4b, the final grade elevations of which are to be within + 0.1
vertical feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 9.14.2010
1386_FG,319518.560,2577457.472,5558.008,FINALSURFACE
1430_FG,319452.409,2577436.106,5557.576,FINALSURFACE
1427_FG,319336.501,2577485.007,5598.062,FINALSURFACE
1395_FG,319366.858,2577494.317,5597.970,FINALSURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
18-Sep-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 80401 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO:SIGNED:
Mark P. Kerr
Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.02200-79/18/2010
S
Submittal ID Submittal No.Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on September 17, 2010,
and is accurate to the best of my knowledge. The points submitted are in ASCII format as
required including the DWG file for these points. The surveys performed are of final finished
surface for the as built of cell 4b, the final grade elevations of which are to be within + 0.1
vertical feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 9.17.2010
1408_FG,319394.015,2577360.766,5555.431,FINALSURFACE
1404_FG,319401.916,2577354.657,5555.441,FINALSURFACE
1405_FG,319411.162,2577366.542,5555.408,FINALSURFACE
1407_FG,319403.229,2577372.704,5555.433,FINALSURFACE
1406_FG,319404.359,2577376.856,5557.954,FINALSURFACE
1402_FG,319417.082,2577367.261,5557.523,FINALSURFACE
1403_FG,319402.689,2577348.738,5557.554,FINALSURFACE
1409_FG,319390.140,2577358.753,5557.978,FINALSURFACE
1225_FG,319369.975,2577331.921,5557.794,FINALSURFACE
1434_FG,319274.874,2577406.146,5597.986,FINALSURFACE
1399_FG,319295.595,2577432.663,5597.967,FINALSURFACE
1398_FG,319293.302,2577439.499,5597.951,FINALSURFACE
1397_FG,319302.643,2577451.358,5597.993,FINALSURFACE
1396_FG,319309.756,2577450.890,5597.916,FINALSURFACE
1133_FG,319481.055,2577346.643,5558.227,FINALSURFACE
1428_FG,319373.449,2577312.703,5557.831,FINALSURFACE
1157_FG,319382.636,2577328.520,5557.799,FINALSURFACE
1158_FG,319291.616,2577312.496,5598.039,FINALSURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
18-Sep-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 80401 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO:SIGNED:
Mark P. Kerr
T
Submittal ID Submittal No.Section Title Additional Description
1 9/18/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
Subgrade Surface survey & Final surface survey of LDS pt 1428
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on September 17, 2010,
and is accurate to the best of my knowledge. The points submitted are in ASCII format as
required including the DWG file for these points. The surveys performed are of the sub-grade
finished surface on leak detection trench and final finished surface on the leak detection trench
for the as-built of cell 4b, The subgrade surface which is to be at least 1.5 Ft. below final
elevations shown on drawing 3A of 8 and page 6 of 8 including the Final surface Grade
Elevations which are to 1 Ft. below the elevations shown on 3A of 8 be within + 0.1 vertical
feet of elevation on the drawings.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface
FG 9.17.2010

1429_FG,319412.507,2577352.136,5556.585,FINALSURFACE

Subgrade Final Surface
SG 9.17.2010

1429_stk,319412.539,2577352.097,5556.067,SG-FINAL

Note: the point number shown here is the equal of the point number on the drawing with the exception
of the ( _stk) this reference is assigned with the point number which is built into the software from
Topcon. In this particular case (_stk) has a meaning it is a staked point, once stored into the memory
system of the data collector. It assigns a unique number so as not to overwrite the original point and
data

Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
22-Sep-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
V
Submittal ID Submittal No. Section Title Additional Description
1 9/22/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
Subgrade Surface survey & Final surface survey of LDS pt 1428
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on September 22, 2010,
and is accurate to the best of my knowledge. The points submitted are in ASCII format as
required including the DWG file for these points. The surveys performed are of final finished
surface for the as built of cell 4b, the final grade elevations of which are to be within + 0.1
vertical feet as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 9.22.2010

1148_FG,319546.131,2576443.389,5563.102,FINALSURFACE
1147_FG,319564.456,2576345.181,5563.753,FINALSURFACE
1417_FG,319549.670,2576257.343,5564.007,FINALSURFACE
1246_FG,319543.974,2576291.262,5563.810,FINALSURFACE
1245_FG,319535.803,2576340.696,5563.535,FINALSURFACE
1198_FG,319467.911,2576328.225,5597.943,FINALSURFACE
1200_FG,319476.763,2576279.014,5597.993,FINALSURFACE
1202_FG,319485.229,2576232.984,5597.953,FINALSURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
03-Oct-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 80401 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO:SIGNED:
Mark P. Kerr
Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.02200-710/3/2010
W
Submittal ID Submittal No.Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on October 2, 2010, and
is accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as built of cell 4b, the final grade elevations of which are to be within + 0.1 vertical feet
as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 10.2.2010

1111_FG,319750.433,2576989.706,5562.302,FINALSURFACE
1112_FG,319768.500,2576891.275,5562.942,FINALSURFACE
1113_FG,319786.790,2576792.905,5563.550,FINALSURFACE
1098_FG,319885.055,2576811.172,5564.343,FINALSURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
05-Oct-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 80401 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO:SIGNED:
Mark P. Kerr
X
Submittal ID Submittal No.Section Title Additional Description
1 10/5/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on October 5, 2010, and
is accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of final finished surface
for the as built of cell 4b, the final grade elevations of which are to be within + 0.1 vertical feet
as shown on sheet 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 10.5.2010

1247_FG,319557.536,2576231.176,5564.247,FINALSURFACE
1420_FG,319576.764,2576210.505,5564.493,FINALSURFACE
1146_FG,319582.602,2576246.810,5564.339,FINALSURFACE
1421_FG,319605.719,2576200.938,5564.823,FINALSURFACE
1348_FG,319652.382,2576201.670,5565.198,FINALSURFACE
1346_FG,319702.526,2576202.941,5565.646,FINALSURFACE
1144_FG,319680.998,2576264.896,5565.129,FINALSURFACE
1143_FG,319662.788,2576363.332,5564.559,FINALSURFACE
1142_FG,319644.645,2576461.647,5563.891,FINALSURFACE
1123_FG,319743.071,2576479.750,5564.601,FINALSURFACE
1122_FG,319761.141,2576381.399,5565.223,FINALSURFACE
1121_FG,319779.523,2576283.072,5565.853,FINALSURFACE
1344_FG,319752.521,2576203.187,5566.122,FINALSURFACE
1342_FG,319802.387,2576202.415,5566.425,FINALSURFACE
1340_FG,319852.417,2576201.601,5566.959,FINALSURFACE
1338_FG,319902.377,2576200.910,5567.429,FINALSURFACE
1349_FG,319952.513,2576200.446,5567.877,FINALSURFACE
1092_FG,319994.218,2576221.133,5568.066,FINALSURFACE
1335_FG,320002.359,2576200.025,5568.307,FINALSURFACE
1333_FG,320052.409,2576199.656,5568.726,FINALSURFACE
1091_FG,320092.552,2576239.349,5568.897,FINALSURFACE
1331_FG,320102.440,2576198.975,5569.163,FINALSURFACE
1329_FG,320152.467,2576197.530,5569.643,FINALSURFACE
1064_FG,320190.867,2576257.513,5569.669,FINALSURFACE
1327_FG,320202.383,2576196.015,5570.028,FINALSURFACE
1325_FG,320252.541,2576194.364,5570.536,FINALSURFACE
1061_FG,320289.093,2576275.638,5570.405,FINALSURFACE
1323_FG,320302.478,2576192.598,5570.991,FINALSURFACE
1321_FG,320352.520,2576190.793,5571.371,FINALSURFACE
1350_FG,320402.441,2576189.017,5571.848,FINALSURFACE
1033_FG,320405.661,2576195.515,5571.855,FINALSURFACE
1318_FG,320452.369,2576187.287,5572.339,FINALSURFACE
1316_FG,320502.384,2576186.871,5572.735,FINALSURFACE
1032_FG,320503.933,2576213.674,5572.655,FINALSURFACE
1314_FG,320552.443,2576186.894,5573.131,FINALSURFACE
1309_FG,320564.058,2576186.735,5573.290,FINALSURFACE
1311_FG,320643.190,2576120.376,5607.365,FINALSURFACE
1312_FG,320602.370,2576120.110,5606.882,FINALSURFACE
1313_FG,320552.366,2576120.709,5606.288,FINALSURFACE
1315_FG,320502.307,2576120.996,5605.635,FINALSURFACE
1317_FG,320452.397,2576121.352,5605.173,FINALSURFACE
1319_FG,320402.489,2576122.929,5604.867,FINALSURFACE
1320_FG,320352.436,2576124.092,5604.746,FINALSURFACE
1322_FG,320302.498,2576124.188,5605.086,FINALSURFACE
1324_FG,320252.465,2576125.190,5605.037,FINALSURFACE
1326_FG,320202.475,2576125.961,5605.039,FINALSURFACE

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

1328_FG,320152.422,2576126.929,5604.911,FINALSURFACE
1330_FG,320102.418,2576127.183,5604.922,FINALSURFACE
Final Grade Surface Survey
FG 10.5.2010

1332_FG,320052.419,2576127.042,5604.913,FINALSURFACE
1334_FG,320002.460,2576127.340,5604.596,FINALSURFACE
1336_FG,319952.382,2576127.999,5604.040,FINALSURFACE
1337_FG,319902.511,2576128.864,5603.385,FINALSURFACE
1339_FG,319852.432,2576130.098,5602.668,FINALSURFACE
1341_FG,319802.507,2576130.277,5602.592,FINALSURFACE
1343_FG,319752.520,2576131.844,5601.724,FINALSURFACE
1345_FG,319702.519,2576132.308,5600.962,FINALSURFACE
1347_FG,319652.453,2576132.184,5599.825,FINALSURFACE
1422_FG,319602.598,2576132.592,5598.913,FINALSURFACE
1423_FG,319564.513,2576141.929,5598.028,FINALSURFACE
1424_FG,319515.655,2576156.368,5596.025,FINALSURFACE
1204_FG,319502.892,2576191.598,5597.954,FINALSURFACE
1310_FG,320707.323,2576218.785,5608.118,FINALSURFACE
1248_FG,320700.349,2576249.076,5608.062,FINALSURFACE
1249_FG,320689.076,2576297.905,5607.946,FINALSURFACE
1250_FG,320680.128,2576347.168,5607.993,FINALSURFACE
1251_FG,320671.138,2576396.294,5607.908,FINALSURFACE
1252_FG,320662.126,2576445.559,5607.896,FINALSURFACE
1253_FG,320653.273,2576494.688,5607.976,FINALSURFACE
1254_FG,320644.312,2576543.887,5607.958,FINALSURFACE
1307_FG,320622.096,2576279.735,5573.353,FINALSURFACE
1306_FG,320621.114,2576285.365,5573.253,FINALSURFACE
1305_FG,320611.396,2576334.411,5573.042,FINALSURFACE
1304_FG,320601.796,2576383.519,5572.703,FINALSURFACE
1303_FG,320592.225,2576432.645,5572.346,FINALSURFACE
1003_FG,320582.117,2576485.102,5571.972,FINALSURFACE
1302_FG,320573.094,2576530.821,5571.735,FINALSURFACE
1002_FG,320566.079,2576427.903,5572.130,FINALSURFACE
1001_FG,320584.143,2576329.504,5572.707,FINALSURFACE
1030_FG,320467.690,2576410.360,5571.287,FINALSURFACE
1031_FG,320485.813,2576311.975,5572.006,FINALSURFACE
1034_FG,320387.460,2576293.818,5571.187,FINALSURFACE
1035_FG,320369.251,2576392.093,5570.519,FINALSURFACE
1059_FG,320252.719,2576472.401,5569.180,FINALSURFACE
1060_FG,320270.932,2576374.028,5569.769,FINALSURFACE
1065_FG,320172.687,2576355.718,5569.030,FINALSURFACE
1066_FG,320154.335,2576454.126,5568.357,FINALSURFACE
1067_FG,320136.417,2576552.605,5567.775,FINALSURFACE
1086_FG,320001.677,2576731.059,5565.735,FINALSURFACE
1087_FG,320019.810,2576632.682,5566.343,FINALSURFACE
1088_FG,320037.884,2576534.403,5566.935,FINALSURFACE
1089_FG,320056.025,2576435.994,5567.585,FINALSURFACE
1090_FG,320074.344,2576337.680,5568.281,FINALSURFACE
1093_FG,319975.901,2576319.504,5567.435,FINALSURFACE
1094_FG,319957.715,2576417.826,5566.784,FINALSURFACE

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

1096_FG,319921.467,2576614.654,5565.519,FINALSURFACE
1097_FG,319903.220,2576712.979,5565.002,FINALSURFACE
Final Grade Surface Survey
FG 10.5.2010

1114_FG,319805.014,2576694.685,5564.225,FINALSURFACE
1115_FG,319823.090,2576596.413,5564.844,FINALSURFACE
1116_FG,319841.352,2576497.890,5565.367,FINALSURFACE
1117_FG,319859.505,2576399.659,5566.060,FINALSURFACE
1118_FG,319877.622,2576301.415,5566.642,FINALSURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
05-Oct-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 80401 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO:SIGNED:
Mark P. Kerr
Earthwork2200 As-built survey data submitted in hard-copy & ASCII format.
2 points which are in the LDS trench, Final grade surface and a subgrade surface (-6") 02200-710/5/2010
Y
Submittal ID Submittal No.Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on October 5, 2010 and
is accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of the sub-grade finished
surface of the leak detection trench and final finished surface on the leak detection trench for
the cell4 b as-built. The subgrade surface which is to be at least 1.5 Ft. below final elevations
shown on drawing 3A of 8 and page 6 of 8 including the Final surface Grade Elevations which
are to 1 Ft. below the elevations shown on 3A of 8 be within + 0.1 vertical feet of elevation on
the drawings.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface
FG 10.05.2010

1411_FG,319753.059,2576253.271,5564.781,FINALSURFACE

Subgrade Final Surface
SG 10.02.2010

1411_stk,319753.070,2576253.229,5564.302,SG-FINAL

Note: the point number shown here is the equal of the point number on the drawing with the exception
of the ( _stk) this reference is assigned with the point number which is built into the software from
Topcon. In this particular case (_stk) has a meaning it is a staked point, once stored into the memory
system of the data collector. It assigns a unique number so as not to overwrite the original point and
data

Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
09-Oct-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 80401 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO:SIGNED:
Mark P. Kerr
Z
Submittal ID Submittal No.Section Title Additional Description
1 10/9/2010 02200-7 Earthwork2200
As-built survey data submitted in hard-copy & ASCII format.
there are 2 points in the LDS trench, one is of the finished surface and the other is of
the subgrade surface (-6")
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on October 8, 2010 and
is accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of the sub-grade finished
surface of the leak detection trench and final finished surface on the leak detection trench for
the cell4 b as-built. The subgrade surface which is to be at least 1.5 Ft. below final elevations
shown on drawing 3A of 8 and page 6 of 8 including the Final surface Grade Elevations which
are to 1 Ft. below the elevations shown on 3A of 8 be within + 0.1 vertical feet of elevation on
the drawings.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface
FG 10.08.2010
1413_FG,320017.282,2576249.961,5567.093,FINALSURFACE

Subgrade Final Surface
SG 10.08.2010
1413_stk,320017.219,2576249.976,5566.638,SG-FINAL

Note: the point number shown here is the equal of the point number on the drawing with the exception
of the ( _stk) this reference is assigned with the point number which is built into the software from
Topcon. In this particular case (_stk) has a meaning it is a staked point, once stored into the memory
system of the data collector. It assigns a unique number so as not to overwrite the original point and
data

Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
11-Oct-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
Earthwork2200 As-built survey data submitted in hard-copy & ASCII format02200-710/11/2010
ZA
Submittal ID Submittal No. Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on October 11, 2010
and is accurate to the best of my knowledge. The points submitted are in ASCII format as
required including the DWG file for these points. The surveys performed are of final finished
surface for the as-built of cell 4b, The final grade elevations of which are to be within + 0.1
vertical feet as shown on sheet 3A of 8. Additionally a survey was completed on PT 1416 of
the LDS trench, the final surface elevation is 1ft below that shown on 3A of 8 inside the trench

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Colorado, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface Survey
FG 10.11.2010
1095_FG,319939.650,2576516.302,5566.280,FINALSURFACE

Final Surface LDS
10.11.2010

1414_FG-LDS,320561.767,2576213.433,5572.047,FINALSURFACE
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
16-Nov-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 80401 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO:SIGNED:
Mark P. Kerr
ZA
Submittal ID Submittal No.Section Title Additional Description
1 11/16/2010 02200-7 Earthwork2200 As-built survey data submitted in hard-copy & ASCII format
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]

ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor respectively submits the as-built disk of Cell 4b,The
disk has the subgrade surveys performed which was at lease -6” below the final grade surface with
the exception of the crest areas on the northern and eastern berms which needed minimal work due
to there existing status. Also included is the final grade surface survey; the points are with in +/- 0.1
vertical feet shown on the sheet 3a of 8 and the DNC-2 updates points respectively. A requested
survey on the south berm was performed on 10.29.2010 in a “as is” condition which is shown on the
final surface survey. Additionally the LDS points for the subgrade are 1.5 ft or more below the
DNC-2 points. The final grade LDS surface points are 1ft below the grades shown on the sheet 3a
of 8 and the DNC-2 updates points respectively. All points were subject to a submittal process and
submitted according to the specs for this project and have prior approval with no exceptions which
are accurate to the best of my knowledge in accordance to the cell 4b coordinate system.
Additionally 13 more points were added to the FG asbuilt; 2 points in the center of NW corner 3:1
and 8 points for the top of concrete on the spillway, lastly the top of casing survey on the three
monitor wells drilled.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby certify
that this Land Survey Data as represented on this digital storage device is accurate and correct to the
best of my knowledge and information. This survey is based on monuments set by others and
verified by normal procedures and accepted. And that this work was done by me or under my
supervision, and that the results of the survey are correct and accurate.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]

ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Zoe Kemler Date: 11/5/09 Job No.: SC0349-04
ADDRESS: KGL Associates, Inc. Project Name
813 14th Street, Suite A Denison Mines (USA) Corp.
Golden, CO 80401 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02200-08 Revision No.: Contractor Submittal No.: 02200-08
Specification Section(s): 02200 – Earthwork Date of Submittal Report: 10/28/09
Submittal Subject: Initial Topographic Survey
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

Rebecca Flynn 11/5/09 11/5/09
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

401_stk 319440.4 2575915 5588.653 401 BLS_EX
400_stk 319458.7 2575817 5585.803 400 BLS_EX
402_stk 319422.3 2576014 5592.987 402 BLS_EX
403_stk 319404.2 2576112 5593.838 403 BLS_EX
404_stk 319386 2576211 5590.309 404 BLS_EX
405_stk 319367.9 2576309 5586.979 405 BLS_EX
406_stk 319349.6 2576407 5584.775 406 BLS_EX
407_stk 319331.3 2576506 5582.077 407 BLS_EX
408_stk 319313.3 2576604 5578.547 408 BLS_EX
409_stk 319295 2576702 5575.435 409 BLS_EX
410_stk 319276.8 2576800 5576.753 410 BLS_EX
411_stk 319258.8 2576899 5577.126 411 BLS_EX
412_stk 319240.6 2576997 5574.964 412 BLS_EX
413_stk 319222.3 2577095 5572.559 413 BLS_EX
414_stk 319204.2 2577194 5570.72 414 BLS_EX
415_stk 319186.1 2577292 5569.595 415 BLS_EX
416_stk 319167.9 2577391 5567.469 416 BLS_EX
417_stk 319149.7 2577489 5569.217 417 BLS_EX
418_stk 319131.7 2577587 5568.885 418 BLS_EX
418_slope 319180.1 2577597 5581.941 437 BLS_EX
437_cst 319225.8 2577606 5598.865 437 BLS_EX
437_stk 319229.9 2577605 5598.839 437 BLS_EX
436_stk 319248.1 2577507 5599.049 436 BLS_EX
436_cst1 319245.1 2577506 5599.115 437 BLS_EX
436_cst2 319257.7 2577485 5599.154 438 BLS_EX
436_cst3 319284.5 2577472 5598.912 439 BLS_EX
436_mid1 319283.2 2577436 5585.878 440 BLS_EX
436_mid2 319244.6 2577442 5584.865 441 BLS_EX
436_mid3 319218.3 2577465 5584.84 442 BLS_EX
436_mid4 319207.4 2577496 5585.31 443 BLS_EX
436_toe1 319157.8 2577481 5570.102 444 BLS_EX
436_toe2 319183.3 2577429 5568.81 toe BLS_EX
436_toe 319228.4 2577392 5569.316 toe BLS_EX
435_stk 319266.4 2577409 5576.581 435 BLS_EX
435_toe 319265.8 2577384 5569.993 436 BLS_EX
434_stk 319284.4 2577310 5570.281 434 BLS_EX
433_stk 319302.6 2577212 5571.564 433 BLS_EX
432_stk 319320.8 2577114 5573.167 432 BLS_EX
431_stk 319339 2577015 5575.545 431 BLS_EX
430_stk 319357.2 2576917 5578.053 430 BLS_EX
429_stk 319375.3 2576819 5580.305 429 BLS_EX
428_stk 319393.4 2576720 5579.315 428 BLS_EX
427_stk 319411.6 2576622 5579.914 427 BLS_EX
426_stk 319429.9 2576524 5583.159 426 BLS_EX
425_stk 319448 2576425 5587.477 425 BLS_EX
424_stk 319466 2576327 5590.376 424 BLS_EX
423_stk 319484.3 2576229 5593.575 423 BLS_EX
422_stk 319502.5 2576130 5596.002 422 BLS_EX
421_stk 319520.6 2576032 5595.484 421 BLS_EX
420_stk 319538.9 2575934 5592.165 420 BLS_EX
419_stk 319556.9 2575835 5588.244 419 BLS_EX
438_stk 319655.3 2575853 5593.537 438 BLS_EX
439_stk 319637.1 2575952 5594.815 439 BLS_EX
440_stk 319618.9 2576050 5597.882 440 BLS_EX
441_stk 319600.9 2576148 5599.171 441 BLS_EX
442_stk 319582.6 2576247 5598.76 442 BLS_EX
443_stk 319564.5 2576345 5593.951 443 BLS_EX
444_stk 319546.2 2576443 5588.928 444 BLS_EX
445_stk 319528.1 2576542 5585.05 445 BLS_EX
446_stk 319510 2576640 5581.78 446 BLS_EX
447_stk 319491.8 2576738 5582.137 447 BLS_EX
448_stk 319473.6 2576837 5581.723 448 BLS_EX
449_stk 319455.4 2576935 5579.076 449 BLS_EX
450_stk 319437.2 2577034 5575.72 450 BLS_EX
451_stk 319419.1 2577132 5574.425 451 BLS_EX
452_stk 319401 2577230 5572.526 452 BLS_EX
453_stk 319382.7 2577329 5570.983 453 BLS_EX
454_toe 319364.5 2577400 5571.351 toe BLS_EX
454_stk 319364.7 2577427 5577.099 454 BLS_EX
454_mid 319346.6 2577449 5586.46 455 BLS_EX
455_cst 319345.8 2577489 5599.417 cst BLS_EX
455_road 319346.7 2577514 5599.469 inside‐roadBLS_EX
474_fence 319444.1 2577533 5599.585 BLS_EX
474_cst 319444.9 2577518 5599.295 474 BLS_EX
473_mid 319462.8 2577496 5588.254 BLS_EX
473_stk 319462.9 2577445 5573.216 473 BLS_EX
473_toe 319464 2577436 5571.62 toe BLS_EX
472_stk 319481.1 2577347 5570.635 472 BLS_EX
471_stk 319499.3 2577248 5571.538 471 BLS_EX
470_stk 319517.5 2577150 5572.716 470 BLS_EX
469_stk 319535.6 2577052 5575.187 469 BLS_EX
468_stk 319553.8 2576953 5578.981 468 BLS_EX
467_stk 319571.9 2576855 5581.726 467 BLS_EX
466_stk 319590 2576757 5584.083 466 BLS_EX
465_stk 319608.3 2576658 5584.572 465 BLS_EX
464_stk 319626.4 2576560 5585.734 464 BLS_EX
463_stk 319644.7 2576462 5590.92 463 BLS_EX
462_stk 319662.9 2576363 5595.302 462 BLS_EX
461_stk 319681 2576265 5599.895 461 BLS_EX
460_stk 319699.1 2576167 5601.582 460 BLS_EX
459_stk 319717.3 2576068 5599.864 459 BLS_EX
458_stk 319735.4 2575970 5596.369 458 BLS_EX
457_stk 319753.7 2575872 5597.764 457 BLS_EX
476_stk 319851.9 2575890 5599.081 476 BLS_EX
477_stk 319833.7 2575988 5599.31 477 BLS_EX
478_stk 319815.6 2576086 5601.886 478 BLS_EX
479_stk 319797.4 2576185 5603.594 479 BLS_EX
480_stk 319779.4 2576283 5600.974 480 BLS_EX
481_stk 319761.2 2576381 5595.594 481 BLS_EX
482_stk 319743 2576480 5591.669 482 BLS_EX
483_stk 319724.8 2576578 5588.058 483 BLS_EX
484_stk 319706.7 2576676 5586.002 484 BLS_EX
485_stk 319688.4 2576775 5583.487 485 BLS_EX
486_stk 319670.3 2576873 5580.486 486 BLS_EX
487_stk 319652.2 2576971 5579.055 487 BLS_EX
488_stk 319633.9 2577070 5575.555 488 BLS_EX
489_stk 319615.7 2577168 5573.331 489 BLS_EX
490_stk 319597.6 2577267 5571.945 490 BLS_EX
491_stk 319579.5 2577365 5572.067 491 BLS_EX
492_stk 319561.3 2577463 5570.61 492 BLS_EX
492_toe 319561.3 2577473 5571.35 BLS_EX
493_mid 319542.3 2577517 5586.368 BS_CK_END
493_cst 319543.5 2577553 5599.601 BLS_EX
493_stk 319543.1 2577561 5599.789 493 BLS_EX
493_fence 319543.8 2577570 5600.06 BLS_EX
512_fence 319641 2577605 5600.712 BLS_EX
512_cst 319641.4 2577588 5600.576 BLS_EX
512_stk 319641.4 2577580 5596.545 512 BLS_EX
512_mid 319641.7 2577557 5588.369 BLS_EX
511_toe 319659.8 2577510 5573.417 BLS_EX
511_stk 319659.6 2577481 5572.371 511 BLS_EX
510_stk 319677.8 2577383 5575.014 510 BLS_EX
509_stk 319695.9 2577285 5576.451 509 BLS_EX
508_stk 319714.2 2577186 5577.363 508 BLS_EX
507_stk 319732.4 2577088 5577.117 507 BLS_EX
506_stk 319750.5 2576990 5578.554 506 BLS_EX
505_stk 319768.6 2576891 5580.505 505 BLS_EX
504_stk 319786.9 2576793 5583.133 504 BLS_EX
503_stk 319804.9 2576695 5586.933 503 BLS_EX
502_stk 319823.1 2576596 5589.134 502 BLS_EX
501_stk 319841.3 2576498 5591.68 501 BLS_EX
500_stk 319859.5 2576400 5595.859 500 BLS_EX
499_stk 319877.6 2576301 5599.67 499 BLS_EX
498_stk 319895.8 2576203 5603.431 498 BLS_EX
497_stk 319914 2576105 5603.59 497 BLS_EX
496_stk 319932.1 2576006 5600.727 496 BLS_EX
495_stk 319950.3 2575908 5599.839 495 BLS_EX
514_stk 320048.7 2575926 5599.513 514 BLS_EX
515_stk 320030.6 2576024 5601.512 515 BLS_EX
516_stk 320012.2 2576123 5604.756 516 BLS_EX
517_stk 319994.2 2576221 5603.113 517 BLS_EX
518_stk 319976 2576319 5598.956 518 BLS_EX
519_stk 319957.8 2576418 5595.048 519 BLS_EX
520_stk 319939.7 2576516 5592.757 520 BLS_EX
521_stk 319921.5 2576615 5591.966 521 BLS_EX
522_stk 319903.2 2576713 5588.754 522 BLS_EX
523_stk 319885.1 2576811 5583.89 523 BLS_EX
524_stk 319866.9 2576909 5581.55 524 BLS_EX
525_stk 319848.9 2577008 5579.967 525 BLS_EX
526_stk 319830.6 2577106 5581.232 526 BLS_EX
527_stk 319812.4 2577205 5581.875 527 BLS_EX
528_stk 319794.3 2577303 5580.027 528 BLS_EX
529_stk 319776.1 2577401 5576.035 529 BLS_EX
530_stk 319757.9 2577499 5573.72 530 BLS_EX
531_toe 319739.7 2577538 5574.547 BLS_EX
531_mid 319739.2 2577582 5585.898 BLS_EX
531_stk 319739.8 2577598 5591.406 531 BLS_EX
531_cst 319739.7 2577624 5601.512 BLS_EX
531fencek 319740.1 2577641 5601.513 BLS_EX
550_fence 319838.1 2577677 5602.566 BLS_EX
550_cst 319838.1 2577660 5602.562 BLS_EX
550_mid 319838.3 2577631 5591.477 BLS_EX
550_stk 319838.1 2577616 5585.817 550 BLS_EX
550_toe 319838.1 2577585 5577.276 BLS_EX
549_stk 319856.2 2577518 5574.656 549 BLS_EX
548_stk 319874.4 2577419 5574.794 548 BLS_EX
547_stk 319892.7 2577321 5580.583 547 BLS_EX
546_stk 319910.8 2577223 5583.039 546 BLS_EX
545_stk 319929.1 2577124 5581.868 545 BLS_EX
544_stk 319947.2 2577026 5580.214 544 BLS_EX
543_stk 319965.3 2576928 5583.885 543 BLS_EX
542_stk 319983.5 2576829 5586.075 542 BLS_EX
541_stk 320001.6 2576731 5588.591 541 BLS_EX
540_stk 320019.8 2576633 5592.978 540 BLS_EX
539_stk 320037.9 2576534 5594.548 539 BLS_EX
538_stk 320056.1 2576436 5595.871 538 BLS_EX
537_stk 320074.3 2576338 5599.421 537 BLS_EX
536_stk 320092.5 2576239 5603.052 536 BLS_EX
535_stk 320110.6 2576141 5605.442 535 BLS_EX
534_stk 320128.9 2576043 5602.271 534 BLS_EX
533_stk 320147 2575944 5599.851 533 BLS_EX
552_stk 320245.4 2575963 5600.619 552 BLS_EX
553_stk 320227.1 2576061 5603.653 553 BLS_EX
554_stk 320209 2576159 5605.99 554 BLS_EX
555_stk 320190.9 2576257 5604.547 555 BLS_EX
556_stk 320172.7 2576356 5600.52 556 BLS_EX
557_stk 320154.4 2576454 5596.496 557 BLS_EX
558_stk 320136.3 2576553 5593.873 558 BLS_EX
559_stk 320118.2 2576651 5592.404 559 BLS_EX
560_stk 320100 2576749 5589.915 560 BLS_EX
561_stk 320081.8 2576847 5589.191 561 BLS_EX
562_stk 320063.6 2576946 5586.401 562 BLS_EX
563_stk 320045.5 2577044 5584.207 563 BLS_EX
564_stk 320027.3 2577143 5583.093 564 BLS_EX
565_stk 320009.1 2577241 5583.336 565 BLS_EX
566_stk 319991 2577339 5579.494 566 BLS_EX
567_stk 319972.7 2577438 5576.122 567 BLS_EX
568_stk 319954.6 2577536 5576.025 568 BLS_EX
569_toe 319936.3 2577623 5579.601 BLS_EX
569_stk 319936.5 2577634 5581.763 569 BLS_EX
569_mid 319936.7 2577665 5591.991 BLS_EX
569_cst 319936.6 2577695 5603.554 BLS_EX
569_fence 319936.3 2577713 5603.35 BLS_EX
589_fence 320016.6 2577741 5604.496 BLS_EX
589_cst 320016.4 2577725 5604.766 BLS_EX
589_mid 320021 2577695 5593.031 BLS_EX
588_toe 320035.3 2577665 5581.791 BLS_EX
588_stk 320034.8 2577652 5580.698 588 BLS_EX
587_stk 320052.9 2577554 5579.735 587 BLS_EX
586_stk 320071.1 2577456 5576.886 586 BLS_EX
585_stk 320089.3 2577357 5578.045 585 BLS_EX
584_stk 320107.4 2577259 5580.942 584 BLS_EX
583_stk 320125.6 2577161 5583.07 583 BLS_EX
582_stk 320143.8 2577062 5584.444 582 BLS_EX
581_stk 320162 2576964 5585.373 581 BLS_EX
580_stk 320180.1 2576866 5587.865 580 BLS_EX
579_stk 320198.2 2576767 5590.357 579 BLS_EX
578_stk 320216.4 2576669 5591.424 578 BLS_EX
577_stk 320234.7 2576571 5593.385 577 BLS_EX
576_stk 320252.8 2576472 5597.236 576 BLS_EX
575_stk 320270.9 2576374 5599.969 575 BLS_EX
574_stk 320289.1 2576276 5605.43 574 BLS_EX
573_stk 320307.3 2576177 5606.763 573 BLS_EX
572_stk 320325.5 2576079 5603.847 572 BLS_EX
571_stk 320343.6 2575981 5601.817 571 BLS_EX
2_319477.6 2576089 5595.313 2 BS_CK_str
1004_ 320429.9 2577887 5610.092 1004 BS_CK_str
647_stk 320737 2576053 5607.777 647 BLS_EX
648_stk 320718.9 2576152 5608.111 648 BLS_EX
649_stk 320700.7 2576250 5608.261 649 BLS_EX
649_rdeg 320720.8 2576250 5607.837 BLS_EX
650_stk 320682.5 2576348 5607.714 650 BLS_EX
650_rdeg 320702.9 2576348 5607.718 BLS_EX
651_stk 320664.6 2576447 5608.448 651 BLS_EX
651_rdeg 320685.4 2576447 5607.975 BLS_EX
652_stk 320646.2 2576545 5607.953 652 BLS_EX
652_rdeg 320669.2 2576545 5608.338 652 BLS_EX
653_stk 320628 2576643 5607.342 653 BLS_EX
653_rdeg 320652.1 2576643 5608.135 BLS_EX
654_stk 320609.9 2576742 5607.836 654 BLS_EX
654_rdeg 320633.9 2576742 5608.103 BLS_EX
655_stk 320591.6 2576840 5607.814 655 BLS_EX
655_rdeg 320615.8 2576840 5608.273 BLS_EX
656_stk 320573.5 2576938 5607.397 656 BLS_EX
656_rdeg 320597.5 2576938 5608.149 656 BLS_EX
657_stk 320555.3 2577037 5607.814 BLS_EX
657_rdeg 320581.1 2577037 5608.127 657 BLS_EX
658_stk 320537.2 2577135 5607.96 658 BLS_EX
658_rdeg 320562.2 2577135 5608.287 BLS_EX
659_stk 320519 2577233 5607.987 659 BLS_EX
659_rdeg 320541 2577233 5608.429 659 BLS_EX
660_stk 320500.8 2577332 5607.948 660 BLS_EX
660_rdeg 320521.6 2577332 5607.653 660 BLS_EX
661_stk 320482.6 2577430 5607.405 661 BLS_EX
661_rdeg 320506.2 2577430 5608.294 BLS_EX
662_stk 320464.4 2577528 5607.481 662_&mw5BLS_EX
662_rdeg 320489.3 2577528 5608.275 BLS_EX
663_stk 320446.2 2577627 5607.801 663 BLS_EX
663_rdeg 320469.8 2577627 5608.084 BLS_EX
664_stk 320428 2577725 5607.642 664 BLS_EX
664_rdeg 320449.5 2577725 5607.82 BLS_EX
665_stk 320409.9 2577823 5608.16 665 BLS_EX
665_rdeg 320431.6 2577823 5608.356 665 BLS_EX
665_crv 320394.6 2577833 5608.394 665 BLS_EX
665_rdeg1 320417.6 2577885 5609.935 BLS_EX
646_crv 320374 2577839 5608.115 BLS_EX
646_rdeg 320366.9 2577873 5607.894 BLS_EX
646_cst 320311.7 2577831 5607.611 BLS_EX
646_fence 320311.7 2577848 5607.185 BLS_EX
646_stk_m 320311.6 2577805 5599.631 646 BLS_EX
646_mid1 320359.3 2577810 5598.837 BLS_EX
646_mid2 320378 2577802 5598.448 BLS_EX
665_mid 320385.1 2577792 5598.327 BLS_EX
645_stk 320329.9 2577707 5586.103 645 BLS_EX
645_toe 320368.9 2577707 5588.478 BLS_EX
645_mid 320395.9 2577719 5597.169 BLS_EX
646_toe1 320358.5 2577755 5588.036 BLS_EX
646_toe 320353.6 2577772 5588.668 BLS_EX
642_toe 320331.7 2577771 5587.645 BLS_EX
646_mid3 320382.4 2577765 5595.337 646 BLS_EX
644_stk 320347.9 2577608 5584.029 644 BLS_EX
663_toe 320377.1 2577614 5585.794 BLS_EX
663_mid 320413 2577620 5596.894 BLS_EX
662_mid 320426.1 2577536 5596.612 BLS_EX
662_toe 320387.8 2577514 5582.879 BLS_EX
643_stk 320366.1 2577510 5581.053 643 BLS_EX
GND_429 320425.1 2577521 5595.274 BLS_EX
642_stk 320384.3 2577412 5582.8 642 BLS_EX
661_toe 320409.5 2577417 5584.865 BLS_EX
661_mid 320445.5 2577423 5596.06 BLS_EX
641_stk 320402.5 2577313 5584.03 641 BLS_EX
660_toe 320435.4 2577320 5586.111 BLS_EX
660_mid 320466.7 2577325 5596.576 BLS_EX
640_stk 320420.7 2577215 5588.558 640 BLS_EX
659_toe 320466.5 2577224 5590.454 BLS_EX
659_mid 320487.8 2577227 5597.367 BLS_EX
639_stk 320438.7 2577117 5588.956 639 BLS_EX
658_toe 320492.1 2577127 5592.254 BLS_EX
658_mid 320510.4 2577130 5598.356 658 BLS_EX
638_stk 320457 2577019 5592.717 638 BLS_EX
657_toe 320517.6 2577030 5595.725 657 BLS_EX
657_mid 320531.1 2577032 5599.518 657 BLS_EX
637_stk 320475.1 2576920 5594.301 637 BLS_EX
656_toe 320541.3 2576932 5598.162 BLS_EX
636_stk 320493.3 2576822 5590.964 636 BLS_EX
655_toe 320553.7 2576833 5595.164 BLS_EX
635_stk 320511.5 2576724 5592.75 635 BLS_EX
654_toe 320573.9 2576735 5595.801 BLS_EX
634_stk 320529.6 2576625 5595.341 634 BLS_EX
653_toe 320595.1 2576637 5598.186 BLS_EX
633_stk 320547.8 2576527 5597.602 633 BLS_EX
652_toe 320619.7 2576540 5600.072 652 BLS_EX
632_stk 320566.1 2576429 5600.014 632 BLS_EX
651_toe 320645.2 2576443 5601.322 BLS_EX
650_toe 320668.4 2576351 5604.17 BLS_EX
631_stk 320584.1 2576330 5604.342 631 BLS_EX
630_stk 320602.3 2576232 5606.296 630 BLS_EX
629_stk 320620.5 2576133 5607.244 629 BLS_EX
628_stk 320638.6 2576035 5606.284 628 BLS_EX
609_stk 320540.3 2576017 5605.424 609 BLS_EX
610_stk 320522.2 2576115 5605.772 610 BLS_EX
611_stk 320503.9 2576214 5606.242 611 BLS_EX
612_stk 320485.9 2576312 5604.534 612 BLS_EX
613_stk 320467.6 2576410 5599.51 613 BLS_EX
614_stk 320449.5 2576509 5596.617 614 BLS_EX
615_stk 320431.3 2576607 5593.495 615 BLS_EX
616_stk 320413.1 2576705 5590.533 616 BLS_EX
617_stk 320395 2576804 5588.151 617 BLS_EX
618_stk 320376.9 2576902 5587.017 618 BLS_EX
619_stk 320358.7 2577000 5588.374 619 BLS_EX
620_stk 320340.4 2577099 5586.323 620 BLS_EX
621_stk 320322.3 2577197 5584.369 621 BLS_EX
622_stk 320304.1 2577295 5583.806 622 BLS_EX
623_stk 320285.9 2577394 5581.799 623 BLS_EX
624_stk 320267.8 2577492 5579.761 624 BLS_EX
625_stk 320249.6 2577590 5582.179 625 BLS_EX
626_stk 320231.5 2577689 5584.792 626 BLS_EX
627_toe 320223.5 2577737 5585.18 627 BLS_EX
627_mid 320218.6 2577766 5594.899 BLS_EX
627_stk 320213.3 2577787 5603.404 627 BLS_EX
627_cst 320211 2577795 5606.439 BLS_EX
627_fence 320211.2 2577811 5606.284 BLS_EX
608_stk 320115 2577769 5605.104 608 BLS_EX
608_fence 320114.7 2577777 5604.851 BLS_EX
608_cst 320113.7 2577760 5605.294 BLS_EX
608_mid 320121.4 2577733 5594.749 BLS_EX
608_toe 320127.9 2577699 5583.27 BLS_EX
607_stk 320133.1 2577670 5582.941 607 BLS_EX
606_stk 320151.3 2577572 5581.311 606 BLS_EX
605_stk 320169.4 2577474 5578.107 605 BLS_EX
604_stk 320187.6 2577376 5579.039 604 BLS_EX
603_stk 320205.7 2577277 5579.806 603 BLS_EX
602_stk 320224 2577179 5581.234 602 BLS_EX
601_stk 320242.1 2577081 5583.008 601 BLS_EX
600_stk 320260.3 2576982 5584.284 600 BLS_EX
599_stk 320278.5 2576884 5585.702 599 BLS_EX
598_stk 320296.6 2576785 5587.674 598 BLS_EX
597_stk 320314.8 2576687 5590.058 597 BLS_EX
596_stk 320333 2576589 5592.581 596 BLS_EX
595_stk 320351.1 2576490 5595.623 595 BLS_EX
594_stk 320369.4 2576392 5599.199 594 BLS_EX
593_stk 320387.5 2576294 5604.74 593 BLS_EX
592_stk 320405.7 2576195 5606.065 592 BLS_EX
591_stk 320423.8 2576097 5604.497 591 BLS_EX
590_stk 320442 2575999 5603.695 590 BLS_EX
Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
16-Aug-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
Subgrade Preparation02220
As-built surveys for all completed surfaces for Record Drawing preparation
Additional documentation related to this submittal
2 points on the Subgrade LDS trenches & 1 Point on the LDS Final surface of the LDS
trench02220-18/16/2010
R
Submittal ID Submittal No. Section Title Additional Description
1
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on August 13, 2010, and
is accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of the sub-grade finished
surface of a leak detection trench and final finished surface on a leak detection trench for the
as-built of cell 4b, The subgrade surface which is to be at least 1.5 Ft. below final elevations
shown on drawing 3A of 8 and page 6 of 8 including the Final surface Grade Elevations which
are to 1 Ft. below the elevations shown on 3A of 8 be within + 0.1 vertical feet of elevation on
the drawings.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Colorado, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Final Grade Surface
FG 8.13.2010

1415_FG,320425.976,2577032.695,5566.990,FINAL-SURFACE

Subgrade Final Surface
SG 8.13.2010

1412_stk,319917.106,2576852.192,5562.809,SG-FINAL
1415_stk,320425.993,2577032.538,5566.490,SG-FINAL

Note: the point number shown here is the equal of the point number on the drawing with the exception
of the ( _stk) this reference is assigned with the point number which is built into the software from
Topcon. In this particular case (_stk) has a meaning it is a staked point, once stored into the memory
system of the data collector. It assigns a unique number so as not to overwrite the original point and
data

Revision #:
LETTER OF TRANSMITTAL
DATE JOB NO.
29-Aug-10 2009-2
ATTENTION
813 A 14th Street, Golden, CO 8 80401 Jim Cox, Geosyntec Consultants
PH: 303.216.9050 Fax: [phone] REGARDING
Denison Mines Cell 4B
Blanding Ut
TO:Denison Mines
c/o Jim Cox
10875 Rancho Bernardo Rd, STE 200
San Diego, CA 92127
WE ARE SENDING YOU X Attached Under separate cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change order
COPIES DATE
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for correction Return corrected prints
X For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO: SIGNED:
Mark P. Kerr
S
Submittal ID Submittal No. Section Title Additional Description
1 8/29/2010 02220-1 Subgrade Preparation02220 As-built surveys for all completed surfaces for Record Drawing preparation
ASSOCIATES, INC.

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on August 28, 2010, and
is accurate to the best of my knowledge. The points submitted are in ASCII format as required
including the DWG file for these points. The surveys performed are of the sub-grade finished
surface for the as-built of cell 4b, the subgrade surface which is to be at least 6” below the
elevations shown on the conformed drawings 3A of 8.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201 _______________________

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SG 8.28.2010
1390_stk,319452.027,2577553.166,5596.395,SG_FINAL
1392_stk,319427.437,2577544.604,5596.378,SG_FINAL
1394_stk,319401.577,2577520.765,5600.360,SG_FINAL
1393_stk,319404.948,2577510.409,5599.428,SG_FINAL
1391_stk,319437.678,2577512.046,5597.822,SG_FINAL
1389_stk,319462.930,2577519.868,5597.646,SG_FINAL
1388_stk,319486.791,2577549.662,5599.537,SG_FINAL

Note: the point number shown here is the equal of the point number on the drawing with the exception of
the ( _stk) this reference is assigned with the point number which is built into the software from Topcon. In
this particular case (_stk) has a meaning it is a staked point, once stored into the memory system of the data
collector. It assigns a unique number so as not to overwrite the original point and data

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 5/7/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02225-01 Revision No.: Contractor Submittal No.: 02225-01
Specification Section(s): 02225 Date of Submittal Report: 5/7/10
Submittal Subject: Sieve analysis and Carbonate Loss for Aggregate
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Gradation and carbonate loss meet project specifications. Please provide permeability certification as tested in
accordance with ASTM D2434.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/7/10
05/07/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
Attention:
Regarding:
TO:
WE ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X
Copies Date Submittal No.Section Title Additional Description
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
Submittal ID
Sieve Analysis and Carbonate Loss Test for Sand
1 05/07/10 02225‐1 02225 Drain Aggregate Sieve Analysis and Carbonate Loss Test Results
1 05/07/10 02616‐4 02616 PVC Pipe
Testing Certifications for Sand and Aggregate
05/07/10 30310019
Jim Cox 
Lab. Testing Reports
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
COPY TO:SIGNED:
Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
Attention:
Regarding:
TO:
WE ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X
Copies Date Submittal No.Section Title Additional Description
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
Submittal ID
Sieve Analysis and Carbonate Loss Test for Sand
1 05/07/10 02225‐1 02225 Drain Aggregate Sieve Analysis and Carbonate Loss Test Results
1 05/07/10 02616‐4 02616 PVC Pipe
Testing Certifications for Sand and Aggregate
05/07/10 30310019
Jim Cox 
Lab. Testing Reports
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
COPY TO:SIGNED:
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 6/14/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02225-01A Revision No.: Contractor Submittal No.: 02225-01A
Specification Section(s): 02225 Date of Submittal Report: 6/14/10
Submittal Subject: Aggregate Permeability Test Results
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/14/10 06/14/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:1
LETTER OF TRANSMITTAL
Date:Job No.
06/14/10 32310019
Attention:
Jim Cox 
Regarding:
Permeability Testing for Aggregates
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Lab. Testing Results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/14/10 02225‐1A 02225 Drain Aggregate Permeability Testing Results

THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
COPY TO:SIGNED:
1
9063 Bee Caves Road. Austin, TX 78733 / 512 263 2101 / fax [phone] / www.GeosyntheticTesting.com
June 11, 2010
Dwight Pattee
American Environmental Group Ltd.
3600 Brecksville Road, Suite 100
Richfield, OH. 44286
[phone]
[e-mail]
Subject: Permeability Testing for Aggregate Sample
(TRI Log #: E2337-58-01)
Dear Mr. Pattee,
TRI is pleased to present this letter report for the permeability testing of the aggregate sample
received for Dennison Mines project. Testing was conducted in general accordance with ASTM
D 2434. Please find listed below the results of this testing. If you have any questions regarding
the testing or the results please feel free to contact me.
Sample ID ASTM D 2434, modified
Gravel Permeability: 31.8 cm/sec
Sincerely,
Cheng-Wei Chen, Ph.D.
Geotechnical Testing Engineer
TRI/Environmental, Inc.
.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/12/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02616-01 Revision No.: Contractor Submittal No.: 02616-01
Specification Section(s): 02616 Date of Submittal Report: 5/10/10
Submittal Subject: PVC Pipe – Certificate of Compliance and Specifications
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Please provide certification for PVC pipe perforations.
Please provide Typical Fabricated Dimension References for 4” Tee-socket, maximum provided is 2.5”
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/12/10 05/12/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
05/10/10 30310019
Attention:
Jim Cox 
Regarding:
PVC Pipe Submittal
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Certs and Spec Sheets
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/10/10 02616‐1 02616 PVC Pipe Certificate of Compliance and Specs.
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are the Certificates of Compliance and spec sheets on the PVC piping.
COPY TO:SIGNED:
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/14/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02616-01A Revision No.: 1 Contractor Submittal No.: 02616-01
Specification Section(s): 02616 Date of Submittal Report: 5/13/10
Submittal Subject: PVC Pipe Cert of Compliance
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/14/10 05/14/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:1
LETTER OF TRANSMITTAL
Date:Job No.
05/13/10 30310019
Attention:
Jim Cox 
Regarding:
PVC Pipe Re‐Submittal
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Certs and Spec Sheets
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/13/10 02616‐1 02616 PVC Pipe Certification and specs
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here is a letter certifying the pipe perforations and 4" Tee socket dimensions. 
COPY TO:SIGNED:

GENERAL OFFICE: 955 DIAMOND AVENUE - EVANSVILLE, INDIANA 47710 - TELEPHONE [phone]
PLANT: 851 SOUTH U.S. 41 - PO BOX 41 - HENDERSON, KENTUCKY 42420 - TELEPHONE [phone]
PLANT: 264 SILVER SPRING RD. - MECHANICSBURG, PENNSYLVANIA 17055 - TELEPHONE [phone]
PLANT: 2100 SOUTH 35TH STREET - COUNCIL BLUFFS, IOWA 51501 - TELEPHONE [phone]
PLANT: 3801 EAST HIGHWAY 31 - CORSICANA, TEXAS 75110 - TELEPHONE [phone]

REPLY TO: COUNCIL BLUFFS, IA
May 12, 2010

To Whom It May Concern:,

This letter certifies that Cresline Plastic Pipe Co., Inc. produces the following pipe in
accordance with the appropriate specification listed below.

4" PVC DWV BE 20 Perforated pipe per ASTM D-2665.
Pipe is perforated with 2 rows of 1/4” holes at 4 and 8 o’clock on 12 centers.

If you have any questions please feel free to call me at 1-800-831-3003.

Sincerely,

Greg Tech

Sales Manager
Cresline Plastic Pipe Co., Inc.

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 5/7/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02616-04 Revision No.: Contractor Submittal No.: 02616-04
Specification Section(s): 02616 Date of Submittal Report: 5/7/10
Submittal Subject: Sieve analysis and Carbonate Loss for Sand
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/10/10 05/10/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
Attention:
Regarding:
TO:
WE ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X
Copies Date Submittal No.Section Title Additional Description
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
Submittal ID
Sieve Analysis and Carbonate Loss Test for Sand
1 05/07/10 02225‐1 02225 Drain Aggregate Sieve Analysis and Carbonate Loss Test Results
1 05/07/10 02616‐4 02616 PVC Pipe
Testing Certifications for Sand and Aggregate
05/07/10 30310019
Jim Cox 
Lab. Testing Reports
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
COPY TO:SIGNED:
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:4/6/10 Job No.: SC0349-04
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-02 Revision No.: Contractor Submittal No.: 02770-02
Specification Section(s): 02770 Date of Submittal Report: 4/5/10
Submittal Subject: Supervisors’ Resumes
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Please provide documentation that each supervisor has supervised the installation of a minimum of 10,000,000 sf
of polyethylene geomembrane on at least 10 different projects

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/6/10 4/6/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/10/10 Job No.: SC0349-04
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-02A Revision No.: 1 Contractor Submittal No.: 02770-02A
Specification Section(s): 02770 Date of Submittal Report: 5/9/10
Submittal Subject: Supervisors’ Resumes
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/10/10 05/10/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:1
LETTER OF TRANSMITTAL
Date:Job No.
05/07/10 30310019
Attention:
Jim Cox 
Regarding:
Key Personnel (Supt)  Resumes‐Resubmittal
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Superintendent & Master Seamer Resumes
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/07/10 02770‐2 02770 Geomembrane Superintendent Resumes
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are resumes for two (2) superintendents designated for this project.  The resumes have been updated to include the required
minimum project and square footage requirements.  As liner installation approaches we will submit the additional required resumes.
COPY TO:SIGNED:
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:4/6/10 Job No.: SC0349-04
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-03 Revision No.: Contractor Submittal No.: 02770-03
Specification Section(s): 02770 Date of Submittal Report: 4/5/10
Submittal Subject: Seamers’ Resumes
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Please provide documentation that the master seamer has supervised the installation of a minimum of 2,000,000 sf
of polyethylene geomembrane using the same seaming apparatus to be used at this site.
Please provide documentation that additional seamers have seamed at least 100,000 sf of polyethylene
geomembrane using the same seaming apparatus to be used at this site.

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/6/10 4/6/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 6/10/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-03 Revision No.: Contractor Submittal No.: 02770-03
Specification Section(s): 02770 Date of Submittal Report: 6/10/10
Submittal Subject: Seamers Resumes
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/11/10 06/11/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/10/10 32310019
Attention:
Jim Cox 
Regarding:
Key Personnel Resumes‐Master Seamers
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Superintendent & Master Seamer Resumes
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/10/10 02770‐3 02770 Geomembrane Master Seamer Resumes (5)
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are 5 Master Seamer resumes for your review and approval.
COPY TO:SIGNED:

3600 Brecksville Rd, Suite 100 • Richfield, OH 44286 • Ph: 330-659-5930 • Fx: 330-659-5931

June 11, 2010

Mr. Jim Cox
Geosyntec-Senior Construction Manager
10875 Rancho Bernardo Road, Ste. 200
San Diego, California 92127
Phone: [phone]
E-mail: [e-mail]

RE: White Mesa Mill Facility-Cell 4B Construction
Welder Certification

Dear Mr. Cox,

We hereby certify that AEGL utilizes dual wedge fusion welders as our primary seaming
apparatus for all HDPE and LLDPE liner installations. We maintain an inventory of over 50
machines and all designated seaming personnel are properly trained and experienced in the set-
up, operation and maintenance this equipment.

Respectfully Yours,

Dwight Pattee

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 8/26/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-03B Revision No.: Contractor Submittal No.: 02770-03B
Specification Section(s): 02770 Date of Submittal Report: 8/25/10
Submittal Subject: Seamer Resumes
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

8/26/10 08/26/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
08/25/10 32310019
Attention:
Jim Cox 
Regarding:
Personnel Resumes
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Seamers Resume
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 08/25/10 02770‐3 02770 Geomembrane Seamers Resume
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here is a resume for a qualified seamer for your approval.

COPY TO:SIGNED:
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 10/13/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-03C Revision No.: Contractor Submittal No.: 02770-03C
Specification Section(s): 02770 Date of Submittal Report: 10/13/10
Submittal Subject: Seamers’ Resumes
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

10/13/10 10/13/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:2
LETTER OF TRANSMITTAL
Date:Job No.
10/13/10 32310019
Attention:
Jim Cox 
Regarding:
Personnel Resumes
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Master Seamer Resume
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 10/13/10 02770‐3 02770 Geomembrane Master Seamer Resume
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here is a resume for a qualified Master Seamer for your approval.

COPY TO:SIGNED:

3600 Brecksville Rd, Suite 100 • Richfield, OH 44286 • Ph: 330-659-5930 • Fx: 330-659-5931

October 13, 2010

Mr. Jim Cox
Geosyntec-Senior Construction Manager
10875 Rancho Bernardo Road, Ste. 200
San Diego, California 92127
Phone: [phone]
E-mail: [e-mail]

RE: White Mesa Mill Facility-Cell 4B Construction

Dear Mr. Cox,

Please find attached one (1) Master Seame resume for your review and approval.

If you have any questions or require additional information do not hesitate to contact us.

Thank you in advance for your consideration.

Respectfully Yours,

Dwight Pattee

3600 Brecksville Rd, Suite 100 • Richfield, OH 44286 • Ph: 330-659-5930 • Fx: 330-659-5931

October 13, 2010

Mr. Jim Cox
Geosyntec-Senior Construction Manager
10875 Rancho Bernardo Road, Ste. 200
San Diego, California 92127
Phone: [phone]
E-mail: [e-mail]

RE: White Mesa Mill Facility-Cell 4B Construction
Welder Certification

Dear Mr. Cox,

We hereby certify that AEGL utilizes dual wedge fusion welders as our primary seaming
apparatus for all HDPE and LLDPE liner installations. We maintain an inventory of over 50
machines and all designated seaming personnel are properly trained and experienced in the set-
up, operation and maintenance this equipment.

In addition, all Level II Technicians are experienced in the set-up, operation and maintenance of
all hand-held extrusion welders. These machines are utilized for liner repair and detail work.

With over 92,000,000 sf. of liner installation experience, Mr. Chun has hands-on experience
with all types of liner seaming equipment.

Respectfully Yours,

Dwight Pattee

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. John Beeman Date: 11/8/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-03D Revision No.: Contractor Submittal No.: 02770-03D
Specification Section(s): 02770 Date of Submittal Report: 11/5/10
Submittal Subject: Seamers’ Resumes
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

11/8/10 11/08/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. John Beeman Date: 11/11/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-03E Revision No.: Contractor Submittal No.: 02770-03E
Specification Section(s): 02770 Date of Submittal Report: 11/9/10
Submittal Subject: Seamers’ Resumes
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

11/11/10 11/11/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. John Beeman Date: 11/12/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-03F Revision No.: Contractor Submittal No.: 02770-03F
Specification Section(s): 02770 Date of Submittal Report: 11/12/10
Submittal Subject: Seamers’ Resumes
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Justin Ojara shall not be considered a “Master Seamer” as his title implies. Over half of his experience is on the
white mesa mill project and was not obtained prior to his start on the project.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

11/12/10 11/12/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. John Beeman Date: 11/15/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-03G Revision No.: Contractor Submittal No.: 02770-03G
Specification Section(s): 02770 Date of Submittal Report: 11/12/10
Submittal Subject: Seamers’ Resumes
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

11/15/10 11/15/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 6/24/40 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-04 Revision No.: Contractor Submittal No.: 02770-04
Specification Section(s): 02770 Date of Submittal Report: 6/23/10
Submittal Subject: Tensiometer Calibration Certification
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/29/10 06/28/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/23/10 32310019
Attention:
Jim Cox 
Regarding:
Tensiometer Submittal
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Tenisometer Certification
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/23/10 02770‐4 02770 Geomembrane Tensiometer Certs
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
COPY TO:SIGNED:
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 3/31/10 Job No.: SC0349-04
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-5 Revision No.: Contractor Submittal No.: 02770-5
Specification Section(s): 02770 Date of Submittal Report: 3/25/10
Submittal Subject: Sample 20 Year Warranty
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

04/5/10 4/5/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 3/31/10 Job No.: SC0349-04
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-6 Revision No.: Contractor Submittal No.: 02770-6
Specification Section(s): 02770 Date of Submittal Report: 3/25/10
Submittal Subject: Sample 1 Year Warranty
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/6/10 4/6/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 4/15/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07 Revision No.: Contractor Submittal No.: 02770-07
Specification Section(s): 02770 Date of Submittal Report: 4/14/10
Submittal Subject: Resin Certs/OIT by DSC
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Please submit certification that no reclaimed polymer was added to the resin during manufacturing of the
geomembrane to be used for this project.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/14/10 4/14/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 4/19/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07A Revision No.: A Contractor Submittal No.: 02770-07A
Specification Section(s): 02770 Date of Submittal Report: 4/15/10
Submittal Subject: Certificate of Compliance
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/23/10 4/21/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/3/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07B Revision No.: Contractor Submittal No.: 02770-07
Specification Section(s): 02770 Date of Submittal Report: 4/29/10
Submittal Subject: Resin Cert. of Analysis and OIT by DSC
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/3/10 05/03/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/17/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07C Revision No.: Contractor Submittal No.: 02770-07
Specification Section(s): 02770 Date of Submittal Report: 5/16/10
Submittal Subject: Resin Cert. of Analysis and OIT by DSC
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/17/10 05/17/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
Attention:
Regarding:
TO:
WE ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X
Copies Date Submittal No.Section Title Additional Description
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
Geosyntec Consultants
10875 Rancho Bernardo Road‐Suite 200
San Diego, CA.  92127
Submittal ID
1 5/16/2010 02770‐7 02770 Geomembrane
Stress Crack Resistance
1 5/16/2010 02770‐8 02770 Geomembrane Physical Properties
1 5/16/2010 02770‐8 02770 Geomembrane
Roll Allocation
1 5/16/2010 02770‐7 02770 Geomembrane OIT by DSC
1 5/16/2010 02770‐8 02770 Geomembrane
Resin Cert. of Analysis
HDPE Smooth Roll Submittal
05/16/10 32310019
Jim Cox
Material Certifications
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
COPY TO:SIGNED:
Here are the certifications for 35 rolls of smooth HDPE liner for review and approval.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:6/8/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07D Revision No.: Contractor Submittal No.: 02770-07D
Specification Section(s): 02770 Date of Submittal Report: 6/4/10
Submittal Subject: Resin Cert. of Analysis
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/8/10 06/08/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/04/10 32310019
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/04/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 06/04/10 02770‐8A 02770 Geomembrane Physical Properties
1 06/04/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 20 ‐ 60 mil smooth HDPE liner rolls.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
104153524 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153525 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560 104153526 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153527 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153528 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153529 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153530 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153531 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153532 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153533 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153539 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153540 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153541 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153542 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153543 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153544 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153545 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153546 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153547 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153548 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
GSE 8.2.4-020 Rev - - 02/03
Friday, June 04, 2010 Page 1 of 1
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
6/4/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 6/4/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
104153524 66 63 157 154 322 282 16 19 841 754 52 54 155 0.945 2.49 10
104153525 63 61 147 147 314 302 16 18 846 792 55 53 149 0.945 2.47 10
104153526 61 59 147 147 314 302 16 18 846 792 55 53 149 0.945 2.47 10
104153527 61 58 147 147 314 302 16 18 846 792 55 53 149 0.945 2.47 10
104153528 62 60 156 148 313 302 17 17 911 847 53 56 142 0.945 2.49 10
104153529 60 58 156 148 313 302 17 17 911 847 53 56 142 0.945 2.49 10
104153530 62 60 156 148 313 302 17 17 911 847 53 56 142 0.945 2.49 10
104153531 62 59 159 149 328 325 17 17 943 867 52 58 149 0.945 2.38 10
104153532 61 60 159 149 328 325 17 17 943 867 52 58 149 0.945 2.38 10
104153533 63 62 159 149 328 325 17 17 943 867 52 58 149 0.945 2.38 10
104153539 62 61 153 139 314 304 15 20 811 793 51 54 154 0.944 2.55 10
104153540 62 60 153 146 304 276 17 17 904 786 51 54 150 0.943 2.31 10
104153541 61 59 153 146 304 276 17 17 904 786 51 54 150 0.943 2.31 10
104153542 61 60 153 146 304 276 17 17 904 786 51 54 150 0.943 2.31 10
104153543 61 60 143 140 292 301 17 17 838 894 49 51 147 0.944 2.46 10
104153544 64 60 143 140 292 301 17 17 838 894 49 51 147 0.944 2.46 10
104153545 60 57 143 140 292 301 17 17 838 894 49 51 147 0.944 2.46 10
104153546 61 58 134 135 306 276 17 17 934 816 46 48 146 0.944 2.36 10
104153547 62 59 134 135 306 276 17 17 934 816 46 48 146 0.944 2.36 10
104153548 61 59 134 135 306 276 17 17 934 816 46 48 146 0.944 2.36 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 1
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:6/8/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07E Revision No.: Contractor Submittal No.: 02770-07E
Specification Section(s): 02770 Date of Submittal Report: 6/8/10
Submittal Subject: Resin Cert. of Analysis
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/8/10 06/08/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/08/10 32310019
Attention:
Jim Cox
Regarding:
HDPE Smooth Roll Submittal
TO:Geosyntec Consultants
10875 Rancho Bernardo Road‐Suite 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material Certifications
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 6/8/2010 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 6/8/2010 02770‐7 02770 Geomembrane OIT by DSC
1 6/8/2010 02770‐8 02770 Geomembrane Roll Allocation
1 6/8/2010 02770‐8 02770 Geomembrane Physical Properties
1 6/8/2010 02770‐8 02770 Geomembrane Stress Crack Resistance
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are the certifications for 38 rolls of smooth HDPE liner for review and approval.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
104153550 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153551 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153552 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153556 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153557 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153558 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153559 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153560 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153561 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153563 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153564 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153565 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153566 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153567 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153569 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153570 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153571 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153572 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560 104153573 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153574 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153575 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153576 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153577 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153578 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153579 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153580 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153581 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153582 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153583 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153584 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153585 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153586 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153587 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153588 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153589 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153590 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153591 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153592 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560

GSE 8.2.4-020 Rev - - 02/03
Monday, June 07, 2010 Page 1 of 1
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
6/7/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 6/7/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
104153550 61 58 151 141 317 302 17 17 929 859 53 54 144 0.944 2.31 10
104153551 61 59 151 141 317 302 17 17 929 859 53 54 144 0.944 2.31 10
104153552 60 59 154 148 302 300 17 17 892 849 53 53 149 0.945 2.20 10
104153556 61 58 154 148 302 300 17 17 892 849 53 53 149 0.945 2.20 10
104153557 61 59 154 148 302 300 17 17 892 849 53 53 149 0.945 2.20 10
104153558 61 60 151 145 324 297 16 18 878 788 50 52 147 0.944 2.29 10
104153559 61 60 151 145 324 297 16 18 878 788 50 52 147 0.944 2.29 10
104153560 62 60 151 145 324 297 16 18 878 788 50 52 147 0.944 2.29 10
104153561 61 59 145 137 318 304 17 17 931 883 50 51 148 0.945 2.44 10
104153563 61 60 145 137 318 304 17 17 931 883 50 51 148 0.945 2.44 10
104153564 61 59 143 138 306 290 17 17 929 844 49 52 147 0.945 2.29 10
104153565 60 59 143 138 306 290 17 17 929 844 49 52 147 0.945 2.29 10
104153566 60 59 143 138 306 290 17 17 929 844 49 52 147 0.945 2.29 10
104153567 62 61 155 152 300 318 16 19 863 824 52 54 144 0.946 2.54 10
104153569 62 59 155 152 300 318 16 19 863 824 52 54 144 0.946 2.54 10
104153570 61 60 156 155 325 310 18 18 877 810 53 55 147 0.947 2.33 10
104153571 62 60 156 155 325 310 18 18 877 810 53 55 147 0.947 2.33 10
104153572 62 59 156 155 325 310 18 18 877 810 53 55 147 0.947 2.33 10
104153573 61 59 143 145 318 284 17 17 945 820 49 54 147 0.946 2.40 10
104153574 60 59 143 145 318 284 17 17 945 820 49 54 147 0.946 2.40 10
104153575 61 58 143 145 318 284 17 17 945 820 49 54 147 0.946 2.40 10
104153576 61 60 147 141 316 295 17 17 951 852 47 49 147 0.945 2.39 10
104153577 61 59 147 141 316 295 17 17 951 852 47 49 147 0.945 2.39 10
104153578 61 60 147 141 316 295 17 17 951 852 47 49 147 0.945 2.39 10
104153579 61 60 142 145 322 306 17 17 967 877 51 53 148 0.945 2.52 10
104153580 61 58 142 145 322 306 17 17 967 877 51 53 148 0.945 2.52 10
104153581 61 60 142 145 322 306 17 17 967 877 51 53 148 0.945 2.52 10
104153582 61 59 148 143 330 315 17 19 907 827 54 54 147 0.945 2.30 10
104153583 61 60 148 143 330 315 17 19 907 827 54 54 147 0.945 2.30 10
104153584 62 60 148 143 330 315 17 19 907 827 54 54 147 0.945 2.30 10
104153585 61 59 143 135 294 306 17 17 902 881 48 51 143 0.945 2.26 10
104153586 61 59 143 135 294 306 17 17 902 881 48 51 143 0.945 2.26 10
104153587 61 60 143 135 294 306 17 17 902 881 48 51 143 0.945 2.26 10
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 2
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
6/7/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 6/7/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
104153588 62 61 146 141 322 288 16 17 994 870 47 49 143 0.945 2.68 10
104153589 60 58 146 141 322 288 16 17 994 870 47 49 143 0.945 2.68 10
104153590 61 58 146 141 322 288 16 17 994 870 47 49 143 0.945 2.68 10
104153591 61 60 151 141 318 304 17 17 942 859 52 53 148 0.944 2.29 10
104153592 61 60 151 141 318 304 17 17 942 859 52 53 148 0.944 2.29 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
Page 2 of 2
Report Date
6/8/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:

Custom Frequency:
Custom Criteria:140 Minutes

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
Denison White Mesa Project
by Differential Scanning Calorimetry
1/Resin Lot
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
PASS
Test Results
PASS
10E1134 PASS
Resin Lot Number
10E1133
10E1148
Approved By:
Date Approved:
Debra Gortemiller
June 7, 2010
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
Report Date
6/8/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00 10E1148
Resin Lot Number
PASS
10E1133
Denison White Mesa Project
10E1134

Test Results

PASS
PASS

Approved By:
Date Approved:
Debra Gortemiller
June 7, 2010

The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:6/15/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07F Revision No.: Contractor Submittal No.: 02770-07F
Specification Section(s): 02770 Date of Submittal Report: 6/14/10
Submittal Subject: Resin Cert and OIT
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/15/10 06/15/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/14/10 32310019
Attention:
Jim Cox
Regarding:
HDPE Smooth Roll Submittal
TO:Geosyntec Consultants
10875 Rancho Bernardo Road‐Suite 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material Certifications
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 6/14/2010 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 6/14/2010 02770‐7 02770 Geomembrane OIT by DSC
1 6/14/2010 02770‐8 02770 Geomembrane Roll Allocation
1 6/14/2010 02770‐8 02770 Geomembrane Physical Properties
1 6/14/2010 02770‐8 02770 Geomembrane Stress Crack Resistance
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are the certifications for 49 rolls of smooth HDPE liner for review and approval.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
104153593 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153594 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153595 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153596 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153597 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153598 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153599 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153600 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153601 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153602 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153603 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153604 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153605 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/8/2010 560
104153606 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/8/2010 560
104153607 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/8/2010 560
104153608 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/8/2010 560 104153609 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/8/2010 380
104153618 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153619 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153620 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153621 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153622 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153623 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153624 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 512
104153626 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153627 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153628 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153629 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153630 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153631 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153632 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153633 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153634 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153635 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153637 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153638 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153639 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153640 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
GSE 8.2.4-020 Rev - - 02/03
Monday, June 14, 2010 Page 1 of 1
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
104153641 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153642 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 550
104153643 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153644 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153645 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153646 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153647 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153648 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153649 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153650 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153651 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560

GSE 8.2.4-020 Rev - - 02/03
Monday, June 14, 2010 Page 2 of 2
Report Date
6/14/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:

Custom Frequency:
Custom Criteria:140 Minutes

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
Approved By:
Date Approved:
Test Results
PASS
10E1155 PASS
Debra Gortemiller
June 11, 2010
Resin Lot Number
10E1148
Denison White Mesa Project
by Differential Scanning Calorimetry
1/Resin Lot
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/14/10 32310019
Attention:
Jim Cox
Regarding:
HDPE Smooth Roll Submittal
TO:Geosyntec Consultants
10875 Rancho Bernardo Road‐Suite 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material Certifications
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 6/14/2010 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 6/14/2010 02770‐7 02770 Geomembrane OIT by DSC
1 6/14/2010 02770‐8 02770 Geomembrane Roll Allocation
1 6/14/2010 02770‐8 02770 Geomembrane Physical Properties
1 6/14/2010 02770‐8 02770 Geomembrane Stress Crack Resistance
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are the certifications for 49 rolls of smooth HDPE liner for review and approval.
COPY TO:SIGNED:
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 6/24/40 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07G Revision No.: Contractor Submittal No.: 02770-07G
Specification Section(s): 02770 Date of Submittal Report: 6/23/10
Submittal Subject: Smooth Geomembrane Resin Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/29/10 06/28/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/19/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07H Revision No.: Contractor Submittal No.: 02770-07H
Specification Section(s): 02770 Date of Submittal Report: 7/16/10
Submittal Subject: Smooth Geomembrane Resin Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/19/10 07/19/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/16/10 32310019
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/16/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 07/16/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/16/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 22 ‐ 60 mil smooth HDPE liner rolls.
COPY TO:SIGNED:
Report Date
7/16/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:

Custom Frequency:
Custom Criteria:140 Minutes

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
Test Results
PASS
10F1133 PASS
Resin Lot Number
10F1130
Denison White Mesa Project
by Differential Scanning Calorimetry
1/Resin Lot
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
Approved By:
Date Approved:July 16, 2010
Debra Gortemiller
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/20/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07I Revision No.: Contractor Submittal No.: 02770-07I
Specification Section(s): 02770 Date of Submittal Report: 7/20/10
Submittal Subject: Smooth Geomembrane Resin Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/20/10 07/20/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/20/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/20/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 07/20/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/20/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 35 ‐ 60 mil smooth HDPE liner rolls.
COPY TO:SIGNED:
Report Date
7/20/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:

Custom Frequency:
Custom Criteria:140 Minutes

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
Denison White Mesa Project
by Differential Scanning Calorimetry
1/Resin Lot
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
Test Results
PASS
10F1126 PASS
Resin Lot Number
10F1133
Approved By:
Date Approved:
Debra Gortemiller
July 19, 2010
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/21/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07J Revision No.: Contractor Submittal No.: 02770-07J
Specification Section(s): 02770 Date of Submittal Report: 7/21/10
Submittal Subject: Smooth Geomembrane Resin Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/21/10 07/21/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/27/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07K Revision No.: Contractor Submittal No.: 02770-07K
Specification Section(s): 02770 Date of Submittal Report: 7/26/10
Submittal Subject: Smooth Geomembrane Resin Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/27/10 07/27/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/26/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/21/10 02770‐8A 02770 Geomembrane Roll Allocation
1 07/21/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/21/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 14 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
Report Date
7/23/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:

Custom Frequency:
Custom Criteria:140 Minutes

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
Denison White Mesa Project
by Differential Scanning Calorimetry
1/Resin Lot
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
Test Results
PASS
10G1075 PASS
Resin Lot Number
10F1134
Approved By:
Date Approved:
Debra Gortemiller
July 21, 2010
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/27/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07L Revision No.: Contractor Submittal No.: 02770-07L
Specification Section(s): 02770 Date of Submittal Report: 7/26/10
Submittal Subject: Smooth Geomembrane Resin Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/27/10 07/27/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/26/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 01/22/10 02770‐8A 02770 Geomembrane Roll Allocation
1 07/22/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/22/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 11 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
Report Date
7/23/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:

Custom Frequency:
Custom Criteria:140 Minutes

Product Code
HDS-060AE-WBB-B-00
Test Results
PASS
Resin Lot Number
10G1075
Denison White Mesa Project
by Differential Scanning Calorimetry
1/Resin Lot
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
Approved By:
Date Approved:July 22, 2010
Debra Gortemiller
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/27/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07M Revision No.: Contractor Submittal No.: 02770-07M
Specification Section(s): 02770 Date of Submittal Report: 7/27/10
Submittal Subject: Smooth Geomembrane Resin Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/27/10 07/27/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/27/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/26/10 02770‐8A 02770 Geomembrane Roll Allocation
1 07/26/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/26/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 39 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
Report Date
7/27/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:

Custom Frequency:
Custom Criteria:140 Minutes

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
Test Results
PASS
10G1081 PASS
Resin Lot Number
10G1085
Denison White Mesa Project
by Differential Scanning Calorimetry
1/Resin Lot
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
Approved By:
Date Approved:July 26, 2010
Debra Gortemiller
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 8/2/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07N Revision No.: Contractor Submittal No.: 02770-07N
Specification Section(s): 02770 Date of Submittal Report: 7/30/10
Submittal Subject: Smooth Geomembrane Resin Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

8/2/10
08/02/10

Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/30/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/23/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 07/23/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/23/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 16 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
Report Date
7/30/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:

Custom Frequency:
Custom Criteria:140 Minutes

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
Denison White Mesa Project
by Differential Scanning Calorimetry
1/Resin Lot
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
Test Results
PASS
10G1085 PASS
Resin Lot Number
10G1075
Approved By:
Date Approved:
Debra Gortemiller
July 23, 2010
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 8/2/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07O Revision No.: Contractor Submittal No.: 02770-07O
Specification Section(s): 02770 Date of Submittal Report: 7/30/10
Submittal Subject: Smooth Geomembrane Resin Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

8/2/10
08/02/10

Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/30/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/23/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 07/23/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/23/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 13 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
Report Date
7/30/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:

Custom Frequency:
Custom Criteria:140 Minutes

Product Code
HDS-060AE-WBB-B-00
Denison White Mesa Project
by Differential Scanning Calorimetry
1/Resin Lot
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
Test Results
PASS
Resin Lot Number
10G1081
Approved By:
Date Approved:
Debra Gortemiller
July 27, 2010
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 8/2/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07P Revision No.: Contractor Submittal No.: 02770-07P
Specification Section(s): 02770 Date of Submittal Report: 7/30/10
Submittal Subject: Smooth Geomembrane Resin Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

8/2/10
08/02/10

Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/30/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/23/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 07/23/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/23/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 6 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
Report Date
7/30/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:

Custom Frequency:
Custom Criteria:140 Minutes

Product Code
HDS-060AE-WBB-B-00
Denison White Mesa Project
by Differential Scanning Calorimetry
1/Resin Lot
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
Test Results
PASS
Resin Lot Number
10G1081
Approved By:
Date Approved:
Debra Gortemiller
July 27, 2010
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. John Beeman Date: 10/25/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07Q-
02770-08P
Revision No.: Contractor Submittal No.: 02770-07Q-
02770-08P
Specification Section(s): 02770 Date of Submittal Report: 10/25/10
Submittal Subject: Textured Geomembrane Roll Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks: Conformance test data has not been received on this material.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

11/4/10 11/04/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
10/25/10 32310019
Attention:
Jim Cox 
Regarding:
60 mil Textured HDPE Blk Rubsheets (2 rolls) & one pallet weld rod.
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 10/25/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 10/25/10 02770‐8A 02770 Geomembrane Physical Properties
1 10/25/10 02770‐8A 02770 Geomembrane Roll Allocation
1 10/25/10 02770‐7 02770 Geomembrane OIT‐NCTL Data
1 10/25/10 02770‐17 02770 Geomembrane Weld Rod Resin Certs
1 10/25/10 02770‐17 02770 Geomembrane Compatability Letter
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for two black textured rubsheet rolls and additional welding rod.
COPY TO:SIGNED:
GSE Roll Allocation
Order 63150
Customer American Environmental Group, Ltd.
Site White Mesa
Roll# Resin Lot Product Code Description Mfg. Date Length
103180523 10H1162 HDT-060AE-BBB-B-00 HDT060A000 10/11/2010 520
103180524 10H1162 HDT-060AE-BBB-B-00 HDT060A000 10/11/2010 520
GSE 8.2.4-020 Rev 01 02/10
Friday, October 22, 2010 Page 1 of 1
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No.Project Number Customer Name Project Location Product Name Report Date
10/22/2010
63150 American Environmental Group, Ltd. Blanding, UT HDT-060AE-BBB-B-00 ########*Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black Asperity Height Asperity Height
Thickness Thickness @ Yield @ Yield @ Break @ Break @ Yield @ Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion Side A Side B
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2 (mils)(mils)
Roll No.every 4th every 4th every 4th every 4th
103180523 61 55 167 163 186 184 17 17 550 524 54 55 151 0.945 2.74 10 23 21
103180524 61 56 171 168 193 217 17 17 554 595 55 57 150 0.947 2.80 10 24 23
Laboratory Manager:GSE-8.2.4-029 Rev 01 02/10
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
GRI GM 12
every 2nd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
---------------------------------------------------------------------------------- every 4th ----------------------------------------------------------------------------------
ASTM D 5994
every roll
ASTM D 1004
every 4th
Page 1 of 1
Report Date
10/22/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:63150

Required Testing:

ASTM D 5397 -- Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test
Frequency:
Criteria:

Product Code Test Results
HDT-060AE-BBB-B-00 PASS
Resin Lot Number
10H1162
D 5397 -- 1000 Hours
White Mesa
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
D 3895 -- 1/Resin Lot
by Differential Scanning Calorimetry
D 5397 -- Certify
D 3895 -- 140 Minutes
Approved By:
Date Approved:
Mike Emery
October 22, 2010
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. John Beeman Date: 11/5/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-07R-
02770-08Q
Revision No.: Contractor Submittal No.: 02770-07R-
02770-08Q
Specification Section(s): 02770 Date of Submittal Report: 10/5/10
Submittal Subject: Smooth Geomembrane Roll Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks: Conformance test data has not been received on this material.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

11/05/10 11/05/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 4/15/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08 Revision No.: Contractor Submittal No.: 02770-08
Specification Section(s): 02770 Date of Submittal Report: 4/14/10
Submittal Subject: Roll Allocation/Physical Properties/Stress Crack Resistance
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Testing indicates rolls meet the requirements outlined in the technical specifications. Conformance test results have
not been received on material. Material is not approved until conformance testing indicates material
meets project requirements.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/14/10 4/14/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/3/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08A Revision No.: Contractor Submittal No.: 02770-08A
Specification Section(s): 02770 Date of Submittal Report: 4/29/10
Submittal Subject: Roll Allocation, Physical Properties, and Stress Crack Resistance
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/3/10 05/03/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/17/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08B Revision No.: Contractor Submittal No.: 02770-08
Specification Section(s): 02770 Date of Submittal Report: 5/16/10
Submittal Subject: Roll Allocation, Physical Properties, and Stress Crack Resistance
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/17/10 05/17/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
Attention:
Regarding:
TO:
WE ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X
Copies Date Submittal No.Section Title Additional Description
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
Geosyntec Consultants
10875 Rancho Bernardo Road‐Suite 200
San Diego, CA.  92127
Submittal ID
1 5/16/2010 02770‐7 02770 Geomembrane
Stress Crack Resistance
1 5/16/2010 02770‐8 02770 Geomembrane Physical Properties
1 5/16/2010 02770‐8 02770 Geomembrane
Roll Allocation
1 5/16/2010 02770‐7 02770 Geomembrane OIT by DSC
1 5/16/2010 02770‐8 02770 Geomembrane
Resin Cert. of Analysis
HDPE Smooth Roll Submittal
05/16/10 32310019
Jim Cox
Material Certifications
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
COPY TO:SIGNED:
Here are the certifications for 35 rolls of smooth HDPE liner for review and approval.
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll#Resin Lot Product Code Description Mfg.Date Length
104153231 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/11/2010 560
104153233 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/11/2010 560
104153234 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/12/2010 560
104153235 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/12/2010 560
104153236 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/12/2010 560
104153237 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/12/2010 560
104153238 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/12/2010 560
104153239 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/12/2010 560
104153240 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/12/2010 560
104153241 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/12/2010 560
104153242 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/12/2010 560
104153243 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/12/2010 560
104153244 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/12/2010 560
104153245 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/12/2010 560
104153246 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/12/2010 560
104153247 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/13/2010 560
104153248 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/13/2010 560
104153249 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/13/2010 560
104153250 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/13/2010 560
104153251 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/13/2010 560
104153252 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/13/2010 560
104153253 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/13/2010 560
104153254 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/13/2010 560
104153255 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/13/2010 560
104153256 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/13/2010 560
104153257 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/13/2010 560
104153258 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/13/2010 560
104153259 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/13/2010 560
104153260 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/14/2010 560
104153261 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/14/2010 560
104153262 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/14/2010 560
104153263 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/14/2010 560
104153264 8100303 HDS-060AE-WBB-B-00 HDE060A010 5/14/2010 560
104153265 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/14/2010 560
104153266 8100303 HDS-060AE-WBB-B-OO HDE060A010 5/14/2010 560
GSE 8.2.4-020 Rev - -02/03
Friday,May 14,2010 Page 1of1
•Lining Tec/ltJolDgy,Inc Roll Test Data Report
~Sales Order No.Project Number Customer Name ProjectLocation ProductName QC ReportDate
61334 American Environmental Blanding,UT HDS-060AE-WBB-B-00 ~Il 5/14/2010
Group Ltd.
ASTMD5J99 ASTMDUll,TypeIV/D6693 ASTMDJUU4 ASTMD 4833 ASTMD 1505 ASTMD 41181J603 A.STMD5596
AI'crag.:Mi/linmnl TD Smmgrh MD~ln!lIg'"J'DSrr...IIg1h MD Slnmgrh TD Elongatioll MD £luIIglll/01I TVElollgatioll MD Elongation 1DTcar MDTclJl'PI/llclllrc Curboll Black CUI'boll Black
rhickm::l'!>''l1r;l.'Itlll!~;)·@Yield @Yi&1tI @lJn:lJk @Bl'c/ik @Yield @Y;e/tf @Brl!.uk @Brcak Resis({//Icc:Rcsi:,'wnce &:,'i!!;/llllce JXIlSl/.V CO/l/em Dupc,"!>,;t)Jl
{mil:>}(m./~)(Ppi)(ppi)(ppi)Ippi}(".)('.)('.)(".)(lbs)(lbs)(lbs)(glee)(".J Vjcw~'i"Call-Cal:!
RaJ/No.~."YIlJII ••••••_.",~JnI <w,,,,J,,"/nWl'3rJ C''t.'lyJ,.,,/rw",Jn!""7JnI
104153231 61 59 150 137 318 296 17 17 906 846 48 50 143 0.946 2.49 10
104153233 61 60 150 137 318 296 17 17 906 846 48 50 143 0.946 2.49 10
104153234 62 60 148 141 326 324 17 17 955 899 51 55 149 0.946 2.36 10
104153235 61 60 148 141 326 324 17 17 955 899 51 55 149 0.946 2.36 10
104153236 61 59 148 141 326 324 17 17 955 899 51 55 149 0.946 2.36 10
104153237 61 59 144 145 328 306 17 17 945 843 53 53 150 0.946 2.48 10
104153238 62 60 144 145 328 306 17 17 945 843 53 53 150 0.946 2.48 10
104153239 62 61 144 145 328 306 17 17 945 843 53 53 150 0.946 2.48 10
104153240 62 60 143 136 326 291 16 17 956 819 48 52 148 0.946 2.51 10
104153241 61 59 143 136 326 291 16 17 956 819 48 52 148 0.946 2.51 10
104153242 62 61 143 136 326 291 16 17 956 819 48 52 148 0.946 2.51 10
104153243 61 60 150 142 332 277 16 17 981 778 48 50 148 0.946 2.35 10
104153244 62 59 150 142 332 277 16 17 981 778 48 50 148 0.946 2.35 10
104153245 61 59 150 142 332 277 16 17 981 778 48 50 148 0.946 2.35 10
104153246 61 60 146 139 320 292 17 17 946 832 52 52 149 0.946 2.50 10
104153247 61 60 146 139 320 292 17 17 946 832 52 52 149 0.946 2.50 10
104153248 61 59 146 139 320 292 17 17 946 832 52 52 149 0.946 2.50 10
104153249 61 58 142 134 291 300 17 17 858 844 51 53 139 0.946 2.30 10
104153250 61 58 142 134 291 300 17 17 858 844 51 53 139 0.946 2.30 10
104153251 61 58 142 134 291 300 17 17 858 844 51 53 139 0.946 2.30 10
104153252 60 58 155 157 333 307 17 18 874 780 53 54 146 0.946 2.45 10
104153253 61 59 155 157 333 307 17 18 874 780 53 54 146 0.946 2.45 10
104153254 61 59 155 157 333 307 17 18 874 780 53 54 146 0.946 2.45 10
104153255 61 60 144 140 313 264 17 17 912 760 50 53 146 0.944 2.44 10
104153256 61 59 144 140 313 264 17 17 912 760 50 53 146 0.944 2.44 10
104153257 61 59 144 140 313 264 17 17 912 760 50 53 146 0.944 2.44 10
104153258 60 58 143 135 313 315 17 17 920 902 46 49 148 0.945 2.57 10
104153259 61 59 143 135 313 315 17 17 920 902 46 49 148 0.945 2.57 10
104153260 61 59 143 135 313 315 17 17 920 902 46 49 148 0.945 2.57 10
104153261 61 60 152 143 343 303 16 18 913 787 54 53 146 0.946 2.70 10
104153262 61 60 152 143 343 303 16 18 913 787 54 53 146 0.946 2.70 10
104153263 61 59 152 143 343 303 16 18 913 787 54 53 146 0.946 2.70 10
104153264 61 59 147 141 334 298 16 19 877 761 52 54 148 0.946 2.53 10
Page 1of2
~Linin"TeehnoWf!V.Inc
Roll Test Data Report
Sales Order No.
61334
Project Number Customer Name
American Environmental
Group Ltd.
ProjectLocation
Blanding,UT
ProductName
HDS-060AE-WBB-B-00
Report Date
5/14/2010
MminlllrJ/1VSI,'&mglh MDSfrtmgrJr 1VS,rellglJr MDSlnmglh TD Elongatioll MD Elm,gal/oll TDEfo/lgarion MDI:.'/OIlI/,(lIICI/l
ASTMD5199
(nlJ!~'J (ruifs)
r"idill~...Thickl,e:.~·
ASTMDJIlJJ ASJ'MDISUS ASTMD4211.1//603 ASTMD5596
PW'fIIWt:Carbon Black CarbonB/uck
H.e:,·i~/(l~D.:,,~·ily Cuml!/If Di.},pt!I~ioll
(lb...)(glee:)ro,j Yiclll!>'IIICoIJ·ClIl]
nw;rJnI oII:l,t'/O'jltl "".,.,.Jrd ~1'Cly3nl
148 0.946 2.53 10
148 0.946 2.53 10
54
54
Ilh,/
.AmT'-'I"
knb/"nc-r-
",,,,,,JnI
AST#/DIHI
52
52
(Ibs)
TD Tear
Rl!st'sllm'l!
".j
761
761
@BI'I:(lk
("11)
877
877
@Bn:uk
(",)
19
19
@Yitdd
1"0/
16
16
@Yield
WINJ
298
298
@BI'f!tJl;
(ppi)
334
334
@Brt!ak
(ppi)
141
141
@Yirtld
-----------ASTMD6J'.Typ</V/D6<i9J -----------
(ppi)
147
147
@Yil!fd
-........--------••---.--~..v"'JrJ ---------------
59
59
t'1~7riJl/
61
61
Ih'c"lIg~
Roll No.
104153265
104153266
Laboratory Manager:~~GSE-8.2.4-029 Rev --03/05
This test report shall not be reproduced,except in full,withoutwritten approval ofthe laboratory.
19103 Gundle Road -Houston,Texas 77073
Page 20f2
Job Name:
Sales Order:
Required Testing:
Custom Frequency:
Custom Criteria:
Quality Assurance Laboratory Test Results
Denison White Mesa Project
61334
ASTM D 5397 -Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test
Certify
1000 hours
Report Date
5/16/2010
Product Code Resin Lot Number
HDS-060AE-WBB-B-00 8100303
Test Results
PASS
Approved By:
Date Approved:
Debra Gortemiller
May 14,2010
The above stated data shall not be reproduced except in full,without the written approval ofthe laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:6/8/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08C Revision No.: Contractor Submittal No.: 02770-08C
Specification Section(s): 02770 Date of Submittal Report: 6/4/10
Submittal Subject: Roll Properties and Allocation
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks: Conformance data has not been received for this material.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/8/10 06/08/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/04/10 32310019
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/04/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 06/04/10 02770‐8A 02770 Geomembrane Physical Properties
1 06/04/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 20 ‐ 60 mil smooth HDPE liner rolls.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
104153524 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153525 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560 104153526 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153527 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153528 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153529 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153530 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153531 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153532 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153533 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/2/2010 560
104153539 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153540 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153541 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153542 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153543 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153544 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153545 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153546 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153547 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
104153548 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/3/2010 560
GSE 8.2.4-020 Rev - - 02/03
Friday, June 04, 2010 Page 1 of 1
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
6/4/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 6/4/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
104153524 66 63 157 154 322 282 16 19 841 754 52 54 155 0.945 2.49 10
104153525 63 61 147 147 314 302 16 18 846 792 55 53 149 0.945 2.47 10
104153526 61 59 147 147 314 302 16 18 846 792 55 53 149 0.945 2.47 10
104153527 61 58 147 147 314 302 16 18 846 792 55 53 149 0.945 2.47 10
104153528 62 60 156 148 313 302 17 17 911 847 53 56 142 0.945 2.49 10
104153529 60 58 156 148 313 302 17 17 911 847 53 56 142 0.945 2.49 10
104153530 62 60 156 148 313 302 17 17 911 847 53 56 142 0.945 2.49 10
104153531 62 59 159 149 328 325 17 17 943 867 52 58 149 0.945 2.38 10
104153532 61 60 159 149 328 325 17 17 943 867 52 58 149 0.945 2.38 10
104153533 63 62 159 149 328 325 17 17 943 867 52 58 149 0.945 2.38 10
104153539 62 61 153 139 314 304 15 20 811 793 51 54 154 0.944 2.55 10
104153540 62 60 153 146 304 276 17 17 904 786 51 54 150 0.943 2.31 10
104153541 61 59 153 146 304 276 17 17 904 786 51 54 150 0.943 2.31 10
104153542 61 60 153 146 304 276 17 17 904 786 51 54 150 0.943 2.31 10
104153543 61 60 143 140 292 301 17 17 838 894 49 51 147 0.944 2.46 10
104153544 64 60 143 140 292 301 17 17 838 894 49 51 147 0.944 2.46 10
104153545 60 57 143 140 292 301 17 17 838 894 49 51 147 0.944 2.46 10
104153546 61 58 134 135 306 276 17 17 934 816 46 48 146 0.944 2.36 10
104153547 62 59 134 135 306 276 17 17 934 816 46 48 146 0.944 2.36 10
104153548 61 59 134 135 306 276 17 17 934 816 46 48 146 0.944 2.36 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 1
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:6/8/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08D Revision No.: Contractor Submittal No.: 02770-08D
Specification Section(s): 02770 Date of Submittal Report: 6/8/10
Submittal Subject: Roll Properties and Allocation
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Conformance data has not been received for this material.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/8/10 06/08/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/08/10 32310019
Attention:
Jim Cox
Regarding:
HDPE Smooth Roll Submittal
TO:Geosyntec Consultants
10875 Rancho Bernardo Road‐Suite 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material Certifications
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 6/8/2010 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 6/8/2010 02770‐7 02770 Geomembrane OIT by DSC
1 6/8/2010 02770‐8 02770 Geomembrane Roll Allocation
1 6/8/2010 02770‐8 02770 Geomembrane Physical Properties
1 6/8/2010 02770‐8 02770 Geomembrane Stress Crack Resistance
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are the certifications for 38 rolls of smooth HDPE liner for review and approval.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
104153550 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153551 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153552 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153556 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153557 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153558 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153559 10E1133 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153560 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153561 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153563 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153564 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/4/2010 560
104153565 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153566 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153567 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153569 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153570 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153571 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153572 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560 104153573 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153574 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153575 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153576 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153577 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/5/2010 560
104153578 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153579 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153580 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153581 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153582 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153583 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153584 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153585 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153586 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153587 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153588 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153589 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153590 10E1134 HDS-060AE-WBB-B-00 HDE060A010 6/6/2010 560
104153591 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153592 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560

GSE 8.2.4-020 Rev - - 02/03
Monday, June 07, 2010 Page 1 of 1
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
6/7/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 6/7/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
104153550 61 58 151 141 317 302 17 17 929 859 53 54 144 0.944 2.31 10
104153551 61 59 151 141 317 302 17 17 929 859 53 54 144 0.944 2.31 10
104153552 60 59 154 148 302 300 17 17 892 849 53 53 149 0.945 2.20 10
104153556 61 58 154 148 302 300 17 17 892 849 53 53 149 0.945 2.20 10
104153557 61 59 154 148 302 300 17 17 892 849 53 53 149 0.945 2.20 10
104153558 61 60 151 145 324 297 16 18 878 788 50 52 147 0.944 2.29 10
104153559 61 60 151 145 324 297 16 18 878 788 50 52 147 0.944 2.29 10
104153560 62 60 151 145 324 297 16 18 878 788 50 52 147 0.944 2.29 10
104153561 61 59 145 137 318 304 17 17 931 883 50 51 148 0.945 2.44 10
104153563 61 60 145 137 318 304 17 17 931 883 50 51 148 0.945 2.44 10
104153564 61 59 143 138 306 290 17 17 929 844 49 52 147 0.945 2.29 10
104153565 60 59 143 138 306 290 17 17 929 844 49 52 147 0.945 2.29 10
104153566 60 59 143 138 306 290 17 17 929 844 49 52 147 0.945 2.29 10
104153567 62 61 155 152 300 318 16 19 863 824 52 54 144 0.946 2.54 10
104153569 62 59 155 152 300 318 16 19 863 824 52 54 144 0.946 2.54 10
104153570 61 60 156 155 325 310 18 18 877 810 53 55 147 0.947 2.33 10
104153571 62 60 156 155 325 310 18 18 877 810 53 55 147 0.947 2.33 10
104153572 62 59 156 155 325 310 18 18 877 810 53 55 147 0.947 2.33 10
104153573 61 59 143 145 318 284 17 17 945 820 49 54 147 0.946 2.40 10
104153574 60 59 143 145 318 284 17 17 945 820 49 54 147 0.946 2.40 10
104153575 61 58 143 145 318 284 17 17 945 820 49 54 147 0.946 2.40 10
104153576 61 60 147 141 316 295 17 17 951 852 47 49 147 0.945 2.39 10
104153577 61 59 147 141 316 295 17 17 951 852 47 49 147 0.945 2.39 10
104153578 61 60 147 141 316 295 17 17 951 852 47 49 147 0.945 2.39 10
104153579 61 60 142 145 322 306 17 17 967 877 51 53 148 0.945 2.52 10
104153580 61 58 142 145 322 306 17 17 967 877 51 53 148 0.945 2.52 10
104153581 61 60 142 145 322 306 17 17 967 877 51 53 148 0.945 2.52 10
104153582 61 59 148 143 330 315 17 19 907 827 54 54 147 0.945 2.30 10
104153583 61 60 148 143 330 315 17 19 907 827 54 54 147 0.945 2.30 10
104153584 62 60 148 143 330 315 17 19 907 827 54 54 147 0.945 2.30 10
104153585 61 59 143 135 294 306 17 17 902 881 48 51 143 0.945 2.26 10
104153586 61 59 143 135 294 306 17 17 902 881 48 51 143 0.945 2.26 10
104153587 61 60 143 135 294 306 17 17 902 881 48 51 143 0.945 2.26 10
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 2
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
6/7/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 6/7/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
104153588 62 61 146 141 322 288 16 17 994 870 47 49 143 0.945 2.68 10
104153589 60 58 146 141 322 288 16 17 994 870 47 49 143 0.945 2.68 10
104153590 61 58 146 141 322 288 16 17 994 870 47 49 143 0.945 2.68 10
104153591 61 60 151 141 318 304 17 17 942 859 52 53 148 0.944 2.29 10
104153592 61 60 151 141 318 304 17 17 942 859 52 53 148 0.944 2.29 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
Page 2 of 2
Report Date
6/8/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:

Custom Frequency:
Custom Criteria:140 Minutes

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
Denison White Mesa Project
by Differential Scanning Calorimetry
1/Resin Lot
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
PASS
Test Results
PASS
10E1134 PASS
Resin Lot Number
10E1133
10E1148
Approved By:
Date Approved:
Debra Gortemiller
June 7, 2010
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
Report Date
6/8/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00 10E1148
Resin Lot Number
PASS
10E1133
Denison White Mesa Project
10E1134

Test Results

PASS
PASS

Approved By:
Date Approved:
Debra Gortemiller
June 7, 2010

The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:6/15/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08E Revision No.: Contractor Submittal No.: 02770-08E
Specification Section(s): 02770 Date of Submittal Report: 6/14/10
Submittal Subject: Smooth Geomembrane MQC Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/15/10 06/15/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/14/10 32310019
Attention:
Jim Cox
Regarding:
HDPE Smooth Roll Submittal
TO:Geosyntec Consultants
10875 Rancho Bernardo Road‐Suite 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material Certifications
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 6/14/2010 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 6/14/2010 02770‐7 02770 Geomembrane OIT by DSC
1 6/14/2010 02770‐8 02770 Geomembrane Roll Allocation
1 6/14/2010 02770‐8 02770 Geomembrane Physical Properties
1 6/14/2010 02770‐8 02770 Geomembrane Stress Crack Resistance
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are the certifications for 49 rolls of smooth HDPE liner for review and approval.
COPY TO:SIGNED:
Report Date
6/14/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00

Approved By:
Date Approved:

Test Results

PASS
PASS
Denison White Mesa Project
Debra Gortemiller
June 11, 2010
10E1155

Resin Lot Number
10E1148
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
Lining Technology, Inc Roll Test Data Report
ggy g
Sales Order No.Project Number Customer Name Project Location Product Name Report Date
6/14/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 6/14/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi) (ppi) (%) (%) (%) (%) (lbs) (lbs) (lbs) (g/cc) (%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
104153593 62 59 151 141 318 304 17 17 942 859 52 53 148 0.944 2.29 10
104153594 61 60 147 142 322 308 17 17 957 869 56 53 148 0.945 2.29 10
104153595 61 59 147 142 322 308 17 17 957 869 56 53 148 0.945 2.29 10
104153596 61 59 147 142 322 308 17 17 957 869 56 53 148 0.945 2.29 10
104153597 60 58 146 145 318 291 17 17 948 829 54 53 148 0.946 2.35 10
104153598 61 59 146 145 318 291 17 17 948 829 54 53 148 0.946 2.35 10
104153599 61 58 146 145 318 291 17 17 948 829 54 53 148 0.946 2.35 10
104153600 64 60 150 140 325 297 17 17 969 867 51 52 146 0.946 2.43 10
104153601 64 63 150 140 325 297 17 17 969 867 51 52 146 0.946 2.43 10
104153602 62 60 150 140 325 297 17 17 969 867 51 52 146 0.946 2.43 10
104153603 61 60 151 136 322 327 17 17 963 917 46 49 135 0.946 2.38 10
104153604 61 59 151 136 322 327 17 17 963 917 46 49 135 0.946 2.38 10
104153605 61 60 151 136 322 327 17 17 963 917 46 49 135 0.946 2.38 10
104153606 61 58 162 143 327 325 16 19 897 869 52 53 140 0.946 2.46 10
104153607 62 60 162 143 327 325 16 19 897 869 52 53 140 0.946 2.46 10
104153608 61 59 162 143 327 325 16 19 897 869 52 53 140 0.946 2.46 10
104153609 61 60 159 147 305 306 16 19 826 796 53 55 145 0.946 2.33 10
104153618 62 60 151 145 325 308 17 17 976 860 55 54 152 0.946 2.58 10
104153619 62 61 151 141 326 312 17 19 897 818 53 53 147 0.946 2.77 10
104153620 62 60 151 141 326 312 17 19 897 818 53 53 147 0.946 2.77 10
104153621 61 58 151 141 326 312 17 19 897 818 53 53 147 0.946 2.77 10
104153622 62 60 155 147 290 282 16 17 863 812 48 51 150 0.946 2.57 10
104153623 61 59 155 147 290 282 16 17 863 812 48 51 150 0.946 2.57 10
104153624 62 59 155 147 290 282 16 17 863 812 48 51 150 0.946 2.57 10
104153626 61 58 149 141 307 306 17 17 920 866 47 49 149 0.946 2.61 10
104153627 60 58 149 141 307 306 17 17 920 866 47 49 149 0.946 2.61 10
104153628 61 59 149 141 307 306 17 17 920 866 47 49 149 0.946 2.61 10
104153629 61 59 152 142 321 278 17 17 954 791 54 53 147 0.945 2.63 10
104153630 61 59 152 142 321 278 17 17 954 791 54 53 147 0.945 2.63 10
104153631 63 60 152 142 321 278 17 17 954 791 54 53 147 0.945 2.63 10
104153632 61 58 147 143 324 310 17 17 978 885 50 54 143 0.945 2.76 10
104153633 61 58 147 143 324 310 17 17 978 885 50 54 143 0.945 2.76 10
104153634 62 60 147 143 324 310 17 17 978 885 50 54 143 0.945 2.76 10
104153635 61 59 149 148 315 288 17 19 853 761 47 50 144 0.945 2.75 10
104153637 62 60 149 148 315 288 17 19 853 761 47 50 144 0.945 2.75 10
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
----------------------------------------------------------------------- every 3rd --------------------------------------------------------------------------------
Page 1 of 2
Lining Technology, Inc Roll Test Data Report
ggy g
Sales Order No.Project Number Customer Name Project Location Product Name Report Date
6/14/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 6/14/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi) (ppi) (%) (%) (%) (%) (lbs) (lbs) (lbs) (g/cc) (%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
----------------------------------------------------------------------- every 3rd --------------------------------------------------------------------------------
104153638 62 60 150 143 324 290 17 17 959 831 47 50 146 0.944 2.51 10
104153639 61 60 150 143 324 290 17 17 959 831 47 50 146 0.944 2.51 10
104153640 61 60 150 143 324 290 17 17 959 831 47 50 146 0.944 2.51 10
104153641 62 58 144 138 279 280 18 18 846 801 48 51 146 0.945 2.62 10
104153642 61 59 144 138 279 280 18 18 846 801 48 51 146 0.945 2.62 10
104153643 62 57 144 138 279 280 18 18 846 801 48 51 146 0.945 2.62 10
104153644 61 60 137 133 317 292 17 18 967 807 51 53 140 0.944 2.59 10
104153645 62 60 137 133 317 292 17 18 967 807 51 53 140 0.944 2.59 10
104153646 61 59 137 133 317 292 17 18 967 807 51 53 140 0.944 2.59 10
104153647 61 59 148 144 314 307 17 17 933 877 52 54 150 0.944 2.52 10
104153648 62 60 148 144 314 307 17 17 933 877 52 54 150 0.944 2.52 10
104153649 62 59 148 144 314 307 17 17 933 877 52 54 150 0.944 2.52 10
104153650 62 60 155 143 316 289 16 17 936 830 48 50 144 0.944 2.47 10
104153651 61 59 155 143 316 289 16 17 936 830 48 50 144 0.944 2.47 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
Page 2 of 2
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
104153593 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153594 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153595 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153596 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153597 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153598 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153599 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153600 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153601 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153602 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153603 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153604 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/7/2010 560
104153605 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/8/2010 560
104153606 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/8/2010 560
104153607 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/8/2010 560
104153608 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/8/2010 560 104153609 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/8/2010 380
104153618 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153619 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153620 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153621 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153622 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153623 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153624 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 512
104153626 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153627 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/9/2010 560
104153628 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153629 10E1148 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153630 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153631 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153632 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153633 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153634 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153635 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153637 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153638 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153639 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
104153640 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/10/2010 560
GSE 8.2.4-020 Rev - - 02/03
Monday, June 14, 2010 Page 1 of 1
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
104153641 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153642 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 550
104153643 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153644 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153645 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153646 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153647 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153648 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153649 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153650 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560
104153651 10E1155 HDS-060AE-WBB-B-00 HDE060A010 6/11/2010 560

GSE 8.2.4-020 Rev - - 02/03
Monday, June 14, 2010 Page 2 of 2
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 6/24/40 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08F Revision No.: Contractor Submittal No.: 02770-08F
Specification Section(s): 02770 Date of Submittal Report: 6/23/10
Submittal Subject: Smooth Geomembrane MQC Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/29/10 06/28/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

!\lllcrican
l~tl\'ir{)lltll<;llt~ll
Group Ltd.
IReviSion #:
LETTER OF TRANSMITTAL
u..tC!;"geNO.
06/23/10 30310019
Attention:
Jim Cox
egar ing:
60 mil White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road,STE.200
San Diego.CA.92127
WE ARE SENDING YOl [EJAttached DunderSeparate Cover via ___________thefollowing items
DShOp Drawings Dsampres Dspecifications
Dcopy of Letter DChange Order Material certification test results
Copies Date Submittal 10 Submitta'i No.SectionTit1e Additional Oe5Uipllon
1 06/23/10 02770-7 02770 Geomembrane Resin Cert.of Analysis
1 06/23/10 02770-7 02770 Geomembrane OITby DSC
1 06/23/10 02770-8 02770 Geomembrane Roll Allocation
1 06/23/10 02770-8 02770 Geomembrane Physical Properties
1 06/23/10 02770-8 02770 Geomembrane Stress Crack Resistance
THESE ARE TRANSMITfEl)ascheckei:fbelow
[EJForapproval
DForyour use
DAsrequested
DAPproved as submitted
DAPproved as noted
DReturned for correction
DResubmit Copiesfor approval
Dsubmit Copiesfor distribution
DReturn Corrected prints
DFor review and commenl DI-_
REMARKS:
These are the certificates for the nine rolls of 60 mil smooth White HDPE.
COpy TO:SIGNED:~~--------------
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll#Resin Lot Product Code Description Mig.Date Length
104153352 8100313 HDS-060AE-WBB-B-00 HDE060A010 5/20/2010 560
104153353 8100313 HDS-060AE-WBB-B-00 HDE060A010 5/20/2010 560
104153354 8100313 HDS-060AE-WBB-B-00 HDE060A010 5/20/2010 560
104153355 8100313 HDS-060AE-WBB-B-OO HDE060A010 5/20/2010 560
104153356 8100313 HDS-060AE-WBB-B-00 HDE060A010 5/21/2010 560
104153357 8100313 HDS-060AE-WBB-B-OO HDE060A010 5/21/2010 560
104153358 8100313 HDS-060AE-WBB-B-00 HDE060A010 5/21/2010 560
104153359 8100313 HDS-060AE-WBB-B-00 HDE060A010 5/21/2010 560
104153360 8100313 HDS-060AE-WBB-B-00 HDE060A010 5/21/2010 560
GSE 8.2.4-020 Rev - -02/03
Wedflesday,JUfle 23,2010 Page I ofl
•Lining Tecllnnlngv,!nc
Roll Test Data Report
Sales Order No.Project Number CustomerName Project Location ProductName @I Report Date
61334 American Environmental Blanding,UT HDS-060AE-WBB-B-00 6/23/2010
Group Ltd.
ASTM05J99 ASTMJ>6JR,TytHIVID669J ASTMDJOOJ A.~TM/)-INJ3 ASTMD 1$05 ASTMD./1J~J60~A,';TMD5596
~1Vl'rag('MIIIIIIII/I11 TDSlr,'/lgili MDSWl!/IKlh TDS"'~"glll MDSlrl!/lglh TVElolIKotion MD ElongaliOlJ TDElungolian UDElonga/irm TOTl!ur MDTtOI P/lncll/"~Carbon Block CwbonJJlock
rhicklll!.u Thicl.-lu!.u (ll1l'Md rmJ'le(d @Brl.'ak @Breuk @fidd @I'fefd @BI'f!Qk @Bf'T!ok R{'"i.rlanctf Res/Monct'lle"I,ffallcl!Df'II.!Jlty Content Di.'pf!rsicm
(IlIIb)(n"is)(pp')(ppl!(ppiJ qq.,)(KJ (%)(%)(%)(Ib,,)(Ibs)(Ibs)(gleeJ (%1 Vit'M'J"lit Caff-Cal]
lillI/No '4vf1.',ulf t"lY1)"n{--_.."''rfyJ,.d n",)'Jnl .....,·Jtd ~y?·J.n'...ir',)jrd
104153352 61 60 153 143 302 281 16 17 878 765 52 53 146 0.946 2.61 10
104153353 61 60 153 143 302 281 16 17 878 765 52 53 146 0.946 2.61 10
104153354 61 59 153 143 302 281 16 17 878 765 52 53 146 0.946 2.61 10
104153355 60 59 151 143 308 292 17 17 902 811 46 50 144 0.946 2.54 10
104153356 61 59 151 143 308 292 17 17 902 811 46 50 144 0.946 2.54 10
104153357 61 60 151 143 308 292 17 17 902 811 46 50 144 0.946 2.54 10
104153358 62 59 152 138 331 313 16 20 883 803 51 53 145 0.947 2.73 10
104153359 61 58 152 138 331 313 16 20 883 803 51 53 145 0.947 2.73 10
104153360 62 59 152 138 331 313 16 20 883 803 51 53 145 0.947 2.73 10
Laboratory Manager:~~
This test report shall not be reproduced,except in full,without written approval of the laboratory.
19103 Gundle Road -Houston,Texas 77073
GSE-8.2.4-029 Rev --03/05
P",gl ,of1
Job Name:
Sales Order:
Required Testing:
Custom Frequency:
Custom Criteria:
Quality Assurance Laboratory Test Results
Denison White Mesa Project
61334
ASTM D 5397 -Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test
Certify
1000 hours
Report Date
6/23/2010
Product Code Resin Lot Number
HDS-060AE-WBB-B-00 8.10E+06
Test Results
PASS
Approved By:
Date Approved:
Debra Gortemiller
June 23,2010
The above stated data shall not be reproduced except in full,without the written approval ofthe laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/19/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08G Revision No.: Contractor Submittal No.: 02770-08G
Specification Section(s): 02770 Date of Submittal Report: 7/16/10
Submittal Subject: Smooth Geomembrane Roll Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks: Conformance test data has not been received for these rolls.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/19/10 07/19/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/16/10 32310019
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/16/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 07/16/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/16/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 22 ‐ 60 mil smooth HDPE liner rolls.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
103179585 10F1130 HDS-060AE-WBB-B-00 HDE060A010 7/14/2010 560
103179586 10F1130 HDS-060AE-WBB-B-00 HDE060A010 7/14/2010 560
103179587 10F1130 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179588 10F1130 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179589 10F1130 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179590 10F1130 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179591 10F1130 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179592 10F1130 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179593 10F1130 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179594 10F1130 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179595 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179596 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179597 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179598 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179599 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179600 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/15/2010 560
103179601 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179602 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179603 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179604 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179605 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179606 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560

GSE 8.2.4-020 Rev - - 02/03
Friday, July 16, 2010 Page 1 of 1

Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
7/16/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 7/16/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
103179585 65 64 160 149 341 330 17 17 936 879 54 54 146 0.944 2.43 10
103179586 61 58 149 142 325 315 17 17 973 871 53 54 148 0.944 2.26 10
103179587 63 61 149 142 325 315 17 17 973 871 53 54 148 0.944 2.26 10
103179588 62 59 149 142 325 315 17 17 973 871 53 54 148 0.944 2.26 10
103179589 61 60 139 137 321 303 17 18 965 863 56 54 142 0.945 2.46 10
103179590 60 58 139 137 321 303 17 18 965 863 56 54 142 0.945 2.46 10
103179591 60 57 139 137 321 303 17 18 965 863 56 54 142 0.945 2.46 10
103179592 62 58 152 144 323 294 18 17 951 829 51 51 147 0.944 2.43 10
103179593 61 58 152 144 323 294 18 17 951 829 51 51 147 0.944 2.43 10
103179594 61 58 152 144 323 294 18 17 951 829 51 51 147 0.944 2.43 10
103179595 61 57 143 143 314 296 17 17 953 862 46 49 142 0.944 2.42 10
103179596 60 58 143 143 314 296 17 17 953 862 46 49 142 0.944 2.42 10
103179597 61 59 143 143 314 296 17 17 953 862 46 49 142 0.944 2.42 10
103179598 60 58 139 136 297 293 17 17 899 860 47 50 140 0.944 2.38 10
103179599 61 58 139 136 297 293 17 17 899 860 47 50 140 0.944 2.38 10
103179600 61 58 139 136 297 293 17 17 899 860 47 50 140 0.944 2.38 10
103179601 60 58 145 138 336 297 17 17 1014 856 49 52 144 0.944 2.75 10
103179602 61 58 145 138 336 297 17 17 1014 856 49 52 144 0.944 2.75 10
103179603 61 59 145 138 336 297 17 17 1014 856 49 52 144 0.944 2.75 10
103179604 62 60 142 142 322 319 17 17 963 912 53 53 147 0.946 2.55 10
103179605 61 59 142 142 322 319 17 17 963 912 53 53 147 0.946 2.55 10
103179606 61 58 142 142 322 319 17 17 963 912 53 53 147 0.946 2.55 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 1
Report Date
7/16/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00

PASS
PASS10F1133
Resin Lot Number
10F1130
Denison White Mesa Project

Test Results

Approved By:
Date Approved:

July 16, 2010

Debra Gortemiller
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/20/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08H Revision No.: Contractor Submittal No.: 02770-08H
Specification Section(s): 02770 Date of Submittal Report: 7/20/10
Submittal Subject: Smooth Geomembrane Roll Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks: Conformance test data has not been received for these rolls.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/20/10 07/20/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/20/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/20/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 07/20/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/20/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 35 ‐ 60 mil smooth HDPE liner rolls.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
103179608 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179609 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179611 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179612 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179613 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179614 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179615 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/16/2010 560
103179616 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560
103179617 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560
103179618 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560
103179619 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560
103179620 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560 103179621 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560
103179622 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560
103179623 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560
103179624 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560
103179625 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560
103179627 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560
103179628 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/17/2010 560
103179629 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179630 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179631 10F1133 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179632 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179633 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179634 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179635 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179636 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179637 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179638 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179639 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179640 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179641 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179642 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/18/2010 560
103179643 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179644 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560

GSE 8.2.4-020 Rev - - 02/03
Monday, July 19, 2010 Page 1 of 1
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
7/19/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 7/19/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
103179608 60 59 147 143 313 302 17 17 941 872 50 52 144 0.945 2.61 10
103179609 60 58 147 143 313 302 17 17 941 872 50 52 144 0.945 2.61 10
103179611 60 59 142 138 276 264 17 17 838 757 48 51 142 0.945 2.52 10
103179612 61 58 142 138 276 264 17 17 838 757 48 51 142 0.945 2.52 10
103179613 60 59 142 138 276 264 17 17 838 757 48 51 142 0.945 2.52 10
103179614 60 58 143 142 328 292 17 17 964 849 49 50 143 0.944 2.43 10
103179615 60 57 143 142 328 292 17 17 964 849 49 50 143 0.944 2.43 10
103179616 61 58 143 142 328 292 17 17 964 849 49 50 143 0.944 2.43 10
103179617 60 58 142 137 318 304 17 17 927 867 50 54 148 0.944 2.55 10
103179618 60 58 142 137 318 304 17 17 927 867 50 54 148 0.944 2.55 10
103179619 61 58 142 137 318 304 17 17 927 867 50 54 148 0.944 2.55 10
103179620 61 58 151 146 325 309 17 17 938 861 50 53 148 0.944 2.56 10
103179621 61 58 151 146 325 309 17 17 938 861 50 53 148 0.944 2.56 10
103179622 61 59 151 146 325 309 17 17 938 861 50 53 148 0.944 2.56 10
103179623 61 58 144 143 287 287 17 18 879 803 50 51 145 0.944 2.59 10
103179624 61 58 144 143 287 287 17 18 879 803 50 51 145 0.944 2.59 10
103179625 61 56 144 143 287 287 17 18 879 803 50 51 145 0.944 2.59 10
103179627 61 60 153 138 318 302 17 17 926 854 47 49 143 0.944 2.28 10
103179628 60 59 153 138 318 302 17 17 926 854 47 49 143 0.944 2.28 10
103179629 60 58 153 138 318 302 17 17 926 854 47 49 143 0.944 2.28 10
103179630 60 58 144 144 322 301 17 18 939 863 49 51 140 0.944 2.21 10
103179631 61 60 144 144 322 301 17 18 939 863 49 51 140 0.944 2.21 10
103179632 62 58 144 144 322 301 17 18 939 863 49 51 140 0.944 2.21 10
103179633 61 58 149 148 326 301 17 17 944 829 51 53 144 0.944 2.23 10
103179634 61 58 149 148 326 301 17 17 944 829 51 53 144 0.944 2.23 10
103179635 61 58 149 148 326 301 17 17 944 829 51 53 144 0.944 2.23 10
103179636 61 59 152 155 314 305 17 17 968 839 51 53 144 0.944 2.20 10
103179637 61 58 152 155 314 305 17 17 968 839 51 53 144 0.944 2.20 10
103179638 62 59 152 155 314 305 17 17 968 839 51 53 144 0.944 2.20 10
103179639 61 59 149 145 310 300 17 17 932 869 49 52 140 0.944 2.39 10
103179640 61 59 149 145 310 300 17 17 932 869 49 52 140 0.944 2.39 10
103179641 60 58 149 145 310 300 17 17 932 869 49 52 140 0.944 2.39 10
103179642 61 59 156 147 309 266 16 17 927 774 48 51 145 0.944 2.53 10
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 2
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
7/19/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 7/19/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
103179643 61 58 156 147 309 266 16 17 927 774 48 51 145 0.944 2.53 10
103179644 60 58 156 147 309 266 16 17 927 774 48 51 145 0.944 2.53 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
Page 2 of 2
Report Date
7/20/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
Resin Lot Number
10F1133
Denison White Mesa Project
10F1126

Test Results

PASS
PASS

Approved By:
Date Approved:
Debra Gortemiller
July 19, 2010

The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/21/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08I Revision No.: Contractor Submittal No.: 02770-08I
Specification Section(s): 02770 Date of Submittal Report: 7/21/10
Submittal Subject: Smooth Geomembrane Roll Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks: Conformance test data has not been received for these rolls.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/21/10 07/21/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/21/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/21/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 07/21/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/21/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 14 ‐ 60 mil smooth HDPE liner rolls.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
103179645 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179646 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179647 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179648 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179649 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179650 10F1126 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179651 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179652 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179653 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179654 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179655 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179656 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/19/2010 560
103179657 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560 103179658 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560

GSE 8.2.4-020 Rev - - 02/03
Tuesday, July 20, 2010 Page 1 of 1
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
7/20/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 7/20/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
103179645 60 57 161 150 310 298 17 17 905 852 53 54 150 0.945 2.31 10
103179646 62 60 161 150 310 298 17 17 905 852 53 54 150 0.945 2.31 10
103179647 61 59 161 150 310 298 17 17 905 852 53 54 150 0.945 2.31 10
103179648 61 58 153 150 308 295 17 17 905 860 53 53 147 0.946 2.36 10
103179649 61 60 153 150 308 295 17 17 905 860 53 53 147 0.946 2.36 10
103179650 62 58 153 150 308 295 17 17 905 860 53 53 147 0.946 2.36 10
103179651 61 59 151 143 307 300 17 17 908 859 48 51 148 0.946 2.51 10
103179652 61 59 151 143 307 300 17 17 908 859 48 51 148 0.946 2.51 10
103179653 61 59 151 143 307 300 17 17 908 859 48 51 148 0.946 2.51 10
103179654 60 57 148 147 306 288 17 17 897 840 48 51 143 0.946 2.40 10
103179655 61 58 148 147 306 288 17 17 897 840 48 51 143 0.946 2.40 10
103179656 60 58 148 147 306 288 17 17 897 840 48 51 143 0.946 2.40 10
103179657 60 59 148 139 303 292 17 17 897 819 49 51 145 0.946 2.43 10
103179658 60 58 148 139 303 292 17 17 897 819 49 51 145 0.946 2.43 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 1
Report Date
7/21/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00

PASS
PASS10F1134
Resin Lot Number
10F1126
Denison White Mesa Project

Test Results

Approved By:
Date Approved:

July 20, 2010

Debra Gortemiller
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/27/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08J Revision No.: Contractor Submittal No.: 02770-08J
Specification Section(s): 02770 Date of Submittal Report: 7/26/10
Submittal Subject: Smooth Geomembrane Roll Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks: Conformance test data has not been received for these rolls.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/27/10 7/27/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/26/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/21/10 02770‐8A 02770 Geomembrane Roll Allocation
1 07/21/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/21/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 14 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
103179659 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560
103179660 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560
103179661 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560
103179662 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560
103179663 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560
103179664 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560
103179665 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560
103179666 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560
103179667 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560
103179668 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560
103179669 10F1134 HDS-060AE-WBB-B-00 HDE060A010 7/20/2010 560
103179670 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179671 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179672 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560

GSE 8.2.4-020 Rev - - 02/03
Wednesday, July 21, 2010 Page 1 of 1
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
7/21/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 7/21/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
103179659 60 58 148 139 303 292 17 17 897 819 49 51 145 0.946 2.43 10
103179660 60 58 153 149 312 272 17 17 901 769 52 55 147 0.945 2.41 10
103179661 61 59 153 149 312 272 17 17 901 769 52 55 147 0.945 2.41 10
103179662 61 58 153 149 312 272 17 17 901 769 52 55 147 0.945 2.41 10
103179663 61 59 156 149 311 297 17 17 918 846 53 54 145 0.944 2.29 10
103179664 60 58 156 149 311 297 17 17 918 846 53 54 145 0.944 2.29 10
103179665 60 57 156 149 311 297 17 17 918 846 53 54 145 0.944 2.29 10
103179666 60 58 154 137 321 313 17 17 981 889 51 52 145 0.944 2.25 10
103179667 60 59 154 137 321 313 17 17 981 889 51 52 145 0.944 2.25 10
103179668 60 58 154 137 321 313 17 17 981 889 51 52 145 0.944 2.25 10
103179669 60 58 154 140 318 281 17 17 948 807 52 51 144 0.944 2.23 10
103179670 60 58 154 140 318 281 17 17 948 807 52 51 144 0.944 2.23 10
103179671 60 58 154 140 318 281 17 17 948 807 52 51 144 0.944 2.23 10
103179672 60 58 153 135 277 306 17 17 841 886 52 53 148 0.944 2.17 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 1
Report Date
7/23/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
Resin Lot Number
10F1134
Denison White Mesa Project
10G1075

Test Results

PASS
PASS

Approved By:
Date Approved:
Debra Gortemiller
July 21, 2010

The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/27/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08K Revision No.: Contractor Submittal No.: 02770-08K
Specification Section(s): 02770 Date of Submittal Report: 7/26/10
Submittal Subject: Smooth Geomembrane Roll Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks: Conformance test data has not been received for these rolls.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/27/10 7/27/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/26/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 01/22/10 02770‐8A 02770 Geomembrane Roll Allocation
1 07/22/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/22/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 11 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
103179673 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179674 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179675 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179676 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179678 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179679 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179680 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179682 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179683 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179684 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560
103179685 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/21/2010 560

GSE 8.2.4-020 Rev - - 02/03
Thursday, July 22, 2010 Page 8 of 8
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
7/22/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 7/22/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
103179673 61 58 153 135 277 306 17 17 841 886 52 53 148 0.944 2.17 10
103179674 60 58 153 135 277 306 17 17 841 886 52 53 148 0.944 2.17 10
103179675 61 59 133 139 298 297 17 17 901 846 52 53 142 0.944 2.47 10
103179676 61 59 133 139 298 297 17 17 901 846 52 53 142 0.944 2.47 10
103179678 61 58 133 139 298 297 17 17 901 846 52 53 142 0.944 2.47 10
103179679 61 59 150 141 313 272 16 17 916 807 53 53 146 0.944 2.49 10
103179680 63 61 150 141 313 272 16 17 916 807 53 53 146 0.944 2.49 10
103179682 61 60 150 141 313 272 16 17 916 807 53 53 146 0.944 2.49 10
103179683 61 59 137 140 293 312 17 17 901 904 52 51 140 0.944 2.53 10
103179684 60 58 137 140 293 312 17 17 901 904 52 51 140 0.944 2.53 10
103179685 61 59 137 140 293 312 17 17 901 904 52 51 140 0.944 2.53 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 1
Report Date
7/23/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00

PASS
Resin Lot Number
10G1075
Denison White Mesa Project

Test Results

Approved By:
Date Approved:

July 22, 2010

Debra Gortemiller
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 7/27/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08L Revision No.: Contractor Submittal No.: 02770-08L
Specification Section(s): 02770 Date of Submittal Report: 7/27/10
Submittal Subject: Smooth Geomembrane Roll Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks: Conformance test data has not been received for these rolls.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

7/27/10 07/27/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/27/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/26/10 02770‐8A 02770 Geomembrane Roll Allocation
1 07/26/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/26/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 39 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
103179702 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179703 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179704 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179705 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179706 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179707 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179708 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179709 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179710 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179711 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179712 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179713 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179714 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/24/2010 560
103179715 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/24/2010 560
103179716 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/24/2010 560
103179717 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/24/2010 560
103179718 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/24/2010 560
103179719 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/24/2010 560
103179720 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/24/2010 560
103179721 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/24/2010 560
103179722 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/24/2010 560
103179723 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/24/2010 560
103179724 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/24/2010 560
103179727 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179728 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179729 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179730 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179731 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179732 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179733 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560 103179734 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179735 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179736 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179737 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179738 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179739 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179740 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/25/2010 560
103179741 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179742 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 500
GSE 8.2.4-020 Rev - - 02/03
Monday, July 26, 2010 Page 1 of 1
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
7/26/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 7/26/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
103179702 61 60 143 132 312 300 17 17 956 880 50 50 143 0.944 2.68 10
103179703 61 57 143 132 312 300 17 17 956 880 50 50 143 0.944 2.68 10
103179704 62 58 151 135 320 293 17 18 987 855 50 52 145 0.944 2.37 10
103179705 61 58 151 135 320 293 17 18 987 855 50 52 145 0.944 2.37 10
103179706 61 59 151 135 320 293 17 18 987 855 50 52 145 0.944 2.37 10
103179707 62 59 145 145 315 307 17 17 958 888 50 52 148 0.944 2.26 10
103179708 62 60 145 145 315 307 17 17 958 888 50 52 148 0.944 2.26 10
103179709 61 58 145 145 315 307 17 17 958 888 50 52 148 0.944 2.26 10
103179710 61 59 146 141 301 299 17 17 908 882 50 51 147 0.944 2.27 10
103179711 61 59 146 141 301 299 17 17 908 882 50 51 147 0.944 2.27 10
103179712 60 58 146 141 301 299 17 17 908 882 50 51 147 0.944 2.27 10
103179713 61 59 140 134 312 278 17 18 969 845 46 50 143 0.944 2.39 10
103179714 61 58 140 134 312 278 17 18 969 845 46 50 143 0.944 2.39 10
103179715 61 59 140 134 312 278 17 18 969 845 46 50 143 0.944 2.39 10
103179716 61 59 146 140 314 292 17 17 934 821 52 53 138 0.944 2.71 10
103179717 61 58 146 140 314 292 17 17 934 821 52 53 138 0.944 2.71 10
103179718 61 58 146 140 314 292 17 17 934 821 52 53 138 0.944 2.71 10
103179719 61 58 146 140 314 292 17 17 934 821 52 53 138 0.944 2.71 10
103179720 61 58 150 144 296 291 17 17 905 841 46 49 150 0.946 2.74 10
103179721 61 59 150 144 296 291 17 17 905 841 46 49 150 0.946 2.74 10
103179722 62 58 150 144 296 291 17 17 905 841 46 49 150 0.946 2.74 10
103179723 61 58 148 137 306 305 17 17 940 891 45 48 143 0.945 2.52 10
103179724 60 58 148 137 306 305 17 17 940 891 45 48 143 0.945 2.52 10
103179727 60 59 148 137 306 305 17 17 940 891 45 48 143 0.945 2.52 10
103179728 60 58 140 136 312 296 17 17 977 888 45 49 139 0.943 2.54 10
103179729 61 59 140 136 312 296 17 17 977 888 45 49 139 0.943 2.54 10
103179730 61 59 140 136 312 296 17 17 977 888 45 49 139 0.943 2.54 10
103179731 61 60 142 141 325 311 17 17 1010 918 45 49 147 0.944 2.65 10
103179732 61 59 142 141 325 311 17 17 1010 918 45 49 147 0.944 2.65 10
103179733 61 59 142 141 325 311 17 17 1010 918 45 49 147 0.944 2.65 10
103179734 61 59 144 142 269 301 17 17 841 908 45 48 141 0.944 2.20 10
103179735 61 59 144 142 269 301 17 17 841 908 45 48 141 0.944 2.20 10
103179736 62 59 144 142 269 301 17 17 841 908 45 48 141 0.944 2.20 10
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 2
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
7/26/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 7/26/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
103179737 61 59 143 139 302 290 17 17 965 882 44 48 139 0.945 2.62 10
103179738 61 58 143 139 302 290 17 17 965 882 44 48 139 0.945 2.62 10
103179739 60 58 143 139 302 290 17 17 965 882 44 48 139 0.945 2.62 10
103179740 61 58 142 138 318 280 17 17 994 834 45 48 141 0.945 2.54 10
103179741 60 58 142 138 318 280 17 17 994 834 45 48 141 0.945 2.54 10
103179742 61 59 142 138 318 280 17 17 994 834 45 48 141 0.945 2.54 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
Page 2 of 2
Report Date
7/27/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00

PASS
PASS10G1081
Resin Lot Number
10G1085
Denison White Mesa Project

Test Results

Approved By:
Date Approved:

July 26, 2010

Debra Gortemiller
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 8/2/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08M Revision No.: Contractor Submittal No.: 02770-08M
Specification Section(s): 02770 Date of Submittal Report: 7/30/10
Submittal Subject: Smooth Geomembrane Roll Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

8/2/10
08/02/10

Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/30/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/23/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 07/23/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/23/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 16 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
103179686 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179687 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179688 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179689 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179690 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179691 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179692 10G1075 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179693 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179694 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179695 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560 103179696 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179697 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179698 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179699 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/22/2010 560
103179700 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560
103179701 10G1085 HDS-060AE-WBB-B-00 HDE060A010 7/23/2010 560

GSE 8.2.4-020 Rev - - 02/03
Friday, July 23, 2010 Page 1 of 1
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
7/23/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 7/23/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
103179686 61 59 135 150 303 322 17 17 929 911 52 52 143 0.944 2.40 10
103179687 61 59 135 150 303 322 17 17 929 911 52 52 143 0.944 2.40 10
103179688 61 60 135 150 303 322 17 17 929 911 52 52 143 0.944 2.40 10
103179689 61 58 143 135 354 312 18 18 982 881 53 53 143 0.944 2.69 10
103179690 61 57 143 135 354 312 18 18 982 881 53 53 143 0.944 2.69 10
103179691 61 59 143 135 354 312 18 18 982 881 53 53 143 0.944 2.69 10
103179692 60 58 144 144 308 298 17 17 935 853 51 54 146 0.944 2.43 10
103179693 61 56 144 144 308 298 17 17 935 853 51 54 146 0.944 2.43 10
103179694 60 58 144 144 308 298 17 17 935 853 51 54 146 0.944 2.43 10
103179695 60 59 136 134 300 301 16 17 922 863 51 52 143 0.944 2.47 10
103179696 61 60 136 134 300 301 16 17 922 863 51 52 143 0.944 2.47 10
103179697 61 59 136 134 300 301 16 17 922 863 51 52 143 0.944 2.47 10
103179698 60 59 147 140 328 316 17 17 966 899 53 53 142 0.944 2.30 10
103179699 60 58 147 140 328 316 17 17 966 899 53 53 142 0.944 2.30 10
103179700 62 60 147 140 328 316 17 17 966 899 53 53 142 0.944 2.30 10
103179701 61 59 143 132 312 300 17 17 956 880 50 50 143 0.944 2.68 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 1
Report Date
7/30/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00
HDS-060AE-WBB-B-00
Resin Lot Number
10G1075
Denison White Mesa Project
10G1085

Test Results

PASS
PASS

Approved By:
Date Approved:
Debra Gortemiller
July 23, 2010

The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 8/2/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08N Revision No.: Contractor Submittal No.: 02770-08N
Specification Section(s): 02770 Date of Submittal Report: 7/30/10
Submittal Subject: Smooth Geomembrane Roll Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

8/2/10
08/02/10

Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/30/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/23/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 07/23/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/23/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 13 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
103179743 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179744 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179745 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179746 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179747 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179748 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179750 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179751 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179752 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179753 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179754 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/26/2010 560
103179755 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/27/2010 560
103179756 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/27/2010 560

GSE 8.2.4-020 Rev - - 02/03
Tuesday, July 27, 2010 Page 1 of 1
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
7/27/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 7/27/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
103179743 61 59 154 145 317 304 17 18 919 839 45 48 142 0.945 2.54 10
103179744 61 59 154 145 317 304 17 18 919 839 45 48 142 0.945 2.54 10
103179745 61 59 154 145 317 304 17 18 919 839 45 48 142 0.945 2.54 10
103179746 61 59 153 145 307 297 17 18 898 841 46 48 141 0.945 2.22 10
103179747 61 59 153 145 307 297 17 18 898 841 46 48 141 0.945 2.22 10
103179748 60 57 153 145 307 297 17 18 898 841 46 48 141 0.945 2.22 10
103179750 61 60 149 141 324 296 16 17 924 807 47 50 146 0.945 2.38 10
103179751 61 59 149 141 324 296 16 17 924 807 47 50 146 0.945 2.38 10
103179752 60 58 152 143 326 311 17 17 941 870 47 50 144 0.945 2.69 10
103179753 62 60 152 143 326 311 17 17 941 870 47 50 144 0.945 2.69 10
103179754 61 60 152 143 326 311 17 17 941 870 47 50 144 0.945 2.69 10
103179755 61 59 154 145 312 298 17 17 905 844 48 50 150 0.945 2.43 10
103179756 61 59 154 145 312 298 17 17 905 844 48 50 150 0.945 2.43 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 1
Report Date
7/30/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00
Resin Lot Number
10G1081
Denison White Mesa Project

Test Results

PASS

Approved By:
Date Approved:
Debra Gortemiller
July 27, 2010

The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 8/2/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-08O Revision No.: Contractor Submittal No.: 02770-08O
Specification Section(s): 02770 Date of Submittal Report: 7/30/10
Submittal Subject: Smooth Geomembrane Roll Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

8/2/10
08/02/10

Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
07/30/10 32310020
Attention:
Jim Cox 
Regarding:
60 mil Smooth White Liner Certifications
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 07/23/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 07/23/10 02770‐8A 02770 Geomembrane Physical Properties
1 07/23/10 02770‐8A 02770 Geomembrane Roll Allocation
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for 6 ‐ 60 mil smooth HDPE liner rolls received in to submittals from GSE.
COPY TO:SIGNED:
GSE Roll Allocation
Order 61334
Customer American Environmental Group Ltd.
Site Denison White Mesa Project
Roll# Resin Lot Product Code Description Mfg. Date Length
103179757 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/27/2010 560
103179758 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/27/2010 560
103179760 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/27/2010 560
103179761 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/27/2010 560
103179762 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/27/2010 560
103179763 10G1081 HDS-060AE-WBB-B-00 HDE060A010 7/27/2010 560

GSE 8.2.4-020 Rev - - 02/03
Wednesday, July 28, 2010 Page 10 of 10
Lining Technology, Inc Roll Test Data Report
ggy,g
Sales Order No. Project Number Customer Name Project Location Product Name Report Date
7/28/2010
61334 Blanding, UT HDS-060AE-WBB-B-00 7/28/2010 *Modified
*Modified
ASTM D 4833 ASTM D 1505 ASTM D 4218/1603 ASTM D 5596
Average Minimum TD Strength MD Strength TD Strength MD Strength TD Elongation MD Elongation TD Elongation MD Elongation TD Tear MD Tear Puncture Carbon Black Carbon Black
Thickness Thickness @ Yield @ Yield @ Break @ Break @Yield @Yield @ Break @ Break Resistance Resistance Resistance Density Content Dispersion
(mils) (mils) (ppi) (ppi) (ppi)(ppi)(%)(%)(%)(%)(lbs)(lbs)(lbs)(g/cc)(%) Views in Cat1 - Cat2
Roll No.every 3rd every 3rd every 3rd every 3rd
103179757 60 59 154 145 312 298 17 17 905 844 48 50 150 0.945 2.43 10
103179758 60 58 159 146 271 260 17 17 781 739 49 50 146 0.945 2.38 10
103179760 60 59 159 146 271 260 17 17 781 739 49 50 146 0.945 2.38 10
103179761 60 58 163 151 287 304 17 17 831 888 49 52 154 0.945 2.28 10
103179762 60 57 163 151 287 304 17 17 831 888 49 52 154 0.945 2.28 10
103179763 61 61 163 151 287 304 17 17 831 888 49 52 154 0.945 2.28 10
Laboratory Manager:GSE-8.2.4-029 Rev -- 03/05
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road - Houston, Texas 77073
ASTM D 5199
every roll
American Environmental
Group Ltd.
ASTM D 1004
every 3rd
--------------------------------------------------- ASTM D638,Type IV / D6693 ---------------------------------------------------
------------------------------------------------------------------------ every 3rd ------------------------------------------------------------------------
Page 1 of 1
Report Date
7/30/2010
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:61334
Required Testing:ASTM D 5397 - Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test

Custom Frequency:Certify
Custom Criteria:1000 hours

Product Code
HDS-060AE-WBB-B-00
Resin Lot Number
10G1081
Denison White Mesa Project

Test Results

PASS

Approved By:
Date Approved:
Debra Gortemiller
July 27, 2010

The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/25/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-9 Revision No.: Contractor Submittal No.: 02770-9
Specification Section(s): 02770 Date of Submittal Report: 5/24/10
Submittal Subject: Panel Layout Drawings
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/25/10 05/25/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:1
LETTER OF TRANSMITTAL
Date:Job No.
05/24/10 30310019
Attention:
Jim Cox 
Regarding:
Panel Layout Drawings Submittal
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
X Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/24/10 02770‐9 02770 Geomembrane Primary and Secondary Panel Layout Drawings
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are the Primary and Secondary Panel Layout Drawings.  I have submitted them in two (2) formats; AutoCad Lite and PDF.  We've 
included the requested note regarding horizontal seams on slope.
COPY TO:SIGNED:
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 3/31/10 Job No.: SC0349-04
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-11 Revision No.: Contractor Submittal No.: 02770-11
Specification Section(s): 02770 Date of Submittal Report: 3/25/10
Submittal Subject: Installer’s Letter
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

04/5/10 4/5/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 3/31/10 Job No.: SC0349-04
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-16 Revision No.: Contractor Submittal No.: 02770-16
Specification Section(s): 02770 Date of Submittal Report: 3/25/10
Submittal Subject: Samples and Cut Sheets
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Testing frequency shall be specified on a square footage basis; submittal provided is per pound frequency.

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/5/10 4/5/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 4/13/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-16A Revision No.: A Contractor Submittal No.: 02770-16
Specification Section(s): 02770 Date of Submittal Report: 4/8/10
Submittal Subject: Letters of Clarification
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/13/10 4/13/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:6/16/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-17 Revision No.: Contractor Submittal No.: 02770-17
Specification Section(s): 02770 Date of Submittal Report: 6/11/10
Submittal Subject: Welder Rod Certification
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Please provide welding rod spool numbers.
Please provide certification that welding rod is compatible with the geomembrane and Section 02770 of the
Technical Specifications.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/16/10
06/16/10

Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/11/10 32310019
Attention:
Jim Cox 
Regarding:
Welder Certifications and Weld Rod Certs
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
X Copy of Letter Change Order X Weld Rod Certs
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/11/10 02770‐3 2770 Geomembrane Welder Certifications for Resumes
1 06/11/10 02772‐17 2770 Geomembrane Weld Rod Certs
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here is a letter certifying our welder personnel use same equipment.
Here are certifications on the weld rod.
COPY TO:SIGNED:
Weld Lot Data Report
Test ResultsPhysical Property
Rod Lot Number
Product Name
Production Date
Resin Type
Resin Vendor
121004042
HDWROD5MM
5/4/2010
K306
Chevron Phillips
Test Method
Resin Lot 8100305
LOT IDENTIFICATION RESIN INFORMATION
Lining Technology, Inc.
5.2Ash Content, %ASTM D1603*
189Thickness, mil ASTM D374*
D.G.
5/4/2010
GSE 8.2.4-023 Rev - - 02/03
Weld Lot Data Report
Test ResultsPhysical Property
Rod Lot Number
Product Name
Production Date
Resin Type
Resin Vendor
121004043
HDWROD5MM
5/7/2010
K306
Chevron Phillips
Test Method
Resin Lot 8100305
LOT IDENTIFICATION RESIN INFORMATION
Lining Technology, Inc.
5.47Ash Content, %ASTM D1603*
190Thickness, mil ASTM D374*
D.G.
5/7/2010
GSE 8.2.4-023 Rev - - 02/03
Weld Lot Data Report
Test ResultsPhysical Property
Rod Lot Number
Product Name
Production Date
Resin Type
Resin Vendor
121004045
HDWROD5MM
5/7/2010
K306
Chevron Phillips
Test Method
Resin Lot 8100305
LOT IDENTIFICATION RESIN INFORMATION
Lining Technology, Inc.
5.38Ash Content, %ASTM D1603*
189Thickness, mil ASTM D374*
D.G.
5/7/2010
GSE 8.2.4-023 Rev - - 02/03
Revision #:1
LETTER OF TRANSMITTAL
Date:Job No.
06/17/10 32310019
Attention:
Jim Cox 
Regarding:
Compatibility Letter
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
X Copy of Letter Change Order X Compatibility Letter
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/17/10 02772‐17 2770 Geomembrane Weld Rod Certs
THESE ARE TRANSMITTED as checked below:
 For approval Approved   as submitted X Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here is a letter certifying weld rod is compatible with liner

COPY TO:SIGNED:

GSE Lining Technology, LLC
19103 Gundle Road
Houston, TX 77073 800 435 2008 ● 281 443 8564
281 230 8650 Fax gseworld.com

MG10-00101
June 14, 2010

Dwight Pattee
American Environmental Group Ltd.
3600 Brecksville Road, Suite 100
Richfield, OH 44286

RE: Denison White Mesa Project – HDPE Weld Rod Compatibility

Certification of Compliance

The undersigned, being qualified and authorized to do so, hereby certifies that GSE White HDPE Weld rod will
be compatible with GSE 60 mil Smooth White HDPE Geomembrane and GSE 60 mil Textured White HDPE
Geomembrane.

Sincerely,
Miguel Garcia
GSE Technical Support
[e-mail]

cc: Mary Cruthirds, GSE Lining Technology, LLC.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 10/25/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02770-17B Revision No.: Contractor Submittal No.: 02770-17B
Specification Section(s): 02770 Date of Submittal Report: 10/25/10
Submittal Subject: Welder Rod Certification
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
No exception taken to compatibility of welding rod and geomembrane.
Please provide welding rod spool number(s).

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

10/28/10
10/26/10

Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
10/25/10 32310019
Attention:
Jim Cox 
Regarding:
60 mil Textured HDPE Blk Rubsheets (2 rolls) & one pallet weld rod.
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 10/25/10 02770‐7 02770 Geomembrane Resin Cert. of Analysis
1 10/25/10 02770‐8A 02770 Geomembrane Physical Properties
1 10/25/10 02770‐8A 02770 Geomembrane Roll Allocation
1 10/25/10 02770‐7 02770 Geomembrane OIT‐NCTL Data
1 10/25/10 02770‐17 02770 Geomembrane Weld Rod Resin Certs
1 10/25/10 02770‐17 02770 Geomembrane Compatability Letter
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certificates for two black textured rubsheet rolls and additional welding rod.
COPY TO:SIGNED:

GSE Lining Technology, LLC
19103 Gundle Road
Houston, TX 77073 800 435 2008 ● 281 443 8564
281 230 8650 Fax gseworld.com

MG10-00101
June 14, 2010

Dwight Pattee
American Environmental Group Ltd.
3600 Brecksville Road, Suite 100
Richfield, OH 44286

RE: Denison White Mesa Project – HDPE Weld Rod Compatibility

Certification of Compliance

The undersigned, being qualified and authorized to do so, hereby certifies that GSE White HDPE Weld rod will
be compatible with GSE 60 mil Smooth White HDPE Geomembrane and GSE 60 mil Textured White HDPE
Geomembrane.

Sincerely,
Miguel Garcia
GSE Technical Support
[e-mail]

cc: Mary Cruthirds, GSE Lining Technology, LLC.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02771-01 Revision No.: Contractor Submittal No.: 02771-01
Specification Section(s): 02771-01 Date of Submittal Report: 4/19/10
Submittal Subject: Geotextile Manufacturer and Product Name
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/23/10 4/23/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 10/13/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02771-01A-
02771-08A
Revision No.: Contractor Submittal No.: 02771-01A-
02771-08A
Specification Section(s): 02771 Date of Submittal Report: 10/12/10
Submittal Subject: Geotextile Material Certs
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Please provide certification of UV Resistance @ 500 hours by ASTM D4355.

Please specify where this material will be deployed: trenches only or trenches and side slope riser
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

10/13/10 10/13/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 10/14/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02771-01B to -
08B
Revision No.: Contractor Submittal No.: 02771-01B to -08B
Specification Section(s): 02771 Date of Submittal Report: 10/14/10
Submittal Subject: Geotextile MQC Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

10/18/10 10/18/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

3600 Brecksville Rd, Suite 100 • Richfield, OH 44286 • Ph: 330-659-5930 • Fx: 330-659-5931

Sent via e-mail

October 12, 2010

Mr. Jim Cox
Geosyntec-Senior Construction Manager
10875 Rancho Bernardo Road, Ste. 200
San Diego, California 92127
Phone: [phone]
E-mail: [e-mail]

RE: White Mesa Mill Facility-Cell 4B Construction-Material Certifications

Dear Mr. Cox,

Please find attached the material certifications for a proposed geotextile material for the floor
collection trenches. Unfortunately, the previous manufacturer, SKAPS, is currently out of stock
and unable to fill this order for additional material.

It appears from the attached roll data the Propex material meets the specifications. Upon your
approval we will proceed with procuring this material in order to eliminate any delays.

If you need anything else do not hesitate to contact me.

Thanks in advance for your consideration regarding this issue.

Respectfully Yours,

Dwight Pattee
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 4/20/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02771-02 Revision No.: Contractor Submittal No.: 02771-02
Specification Section(s): 02771 Date of Submittal Report: 4/19/10
Submittal Subject: Spec sheets and QA Program
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Minimum Testing Frequency for nonwoven should be revised to be in accordance with the specifications as follows:
Trapezoidal Tear Strength (ASTM D 4533) ~14,400 SY (130,000 SF)
Puncture Strength (ASTM D4833) ~14,400 SY (130,000 SF)
AOS (ASTM D 4751) 60,000 SY (540,000 SF)
Permittivity (ASTM D 4491) 60,000 SY (540,000 SF)

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/23/10 4/23/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:4/29/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02771-02a Revision No.: 1 Contractor Submittal No.: 02771-02
Specification Section(s): 02771 Date of Submittal Report: 4/26/10
Submittal Subject: Testing Frequency Certification Frequency
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/29/10 04/29/2010
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/20/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02771-04 to -08 Revision No.: Contractor Submittal No.: 02771-04 to -08
Specification Section(s): 02771 Date of Submittal Report:
Submittal Subject: Geotextile MQC Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Conformance test data has not been received for this material
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/24/10 05/22/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
05/18/10 32310019
Attention:
Jim Cox 
Regarding:
Geotextile certs
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certifications
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/18/10 02771‐4 02771 Geotextile Material Certs
1 05/18/10 02771‐5 02771 Geotextile Material Certs
1 05/18/10 02771‐6 02771 Geotextile Material Certs
1 05/18/10 02771‐7 02771 Geotextile Material Certs
1 05/18/10 02771‐8 02771 Geotextile Material Certs
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
COPY TO:SIGNED:
SKAPS Industries (Nonwoven Division)Sales Office:
335, Athena Drive Engineered Synthetic Product Inc.Athens, GA 30601 (U.S.A.)Phone: [phone]
Phone [phone] Fax [phone] Fax: [phone]
E-mail: [e-mail]
American Environmental Group Ltd.
3600 Brecksville Road, Suite 100
Richfield, OH 44286
Ref : White Mesa
PO : 10019-5
ASTM D 5261 oz/sy (g/m2)4.00 (136)
Grab Tensile ASTM D 4632 lbs (kN)200 (0.89)
Grab Elongation ASTM D 4632 %<50%
Trapezoidal Tear ASTM D 4533 lbs (kN)75 (0.33)
Puncture Resistance ASTM D 4833 lbs (kN) 100 (0.44)
Mullen Burst Strength ASTM D 3786 psi (kPa)400 (2758)
ASTM D 4491 sec-1 0.05
ASTM D 4491 gpm/ft2(l/min/m2)5 (204)
ASTM D 4751 US Sieve (mm)50 (0.30)
UV Resistance ASTM D 4355 %/hrs 70/500
Notes:
* At the time of manufacturing. Handling may change these properties.
ANURAG SHAH
QUALITY CONTROL MANAGER
www.espgeosynthetics.com
AOS*
www.skaps.com
Weight(Typical)
Permittivity*
Water Flow*
May 14, 2010
Dear Sir/Madam:
This is to certify that SKAPS W200 woven geotextile fabrics are woven polypropylene materials
offering optimum performance .Produced from first quality raw materials,they provide the perfect
balance of strength and separation in styles capable of functioning exceptionally well in a wide range
of performance requirements. All properties meet following requirements:
PROPERTY TEST METHOD UNITS M.A.R.V.
Minimum Average Roll Value
Product : W200-210
ROLL #WEIGHT*MD TENSILE MD ELONG XMD TENSILE XMD ELONG MD TRAP XMD TRAP PUNCTURE MULLEN AOS WATER FLOW PERMITTIVITY
ASTM METHOD D5261 D4632 D4632 D4632 D4632 D4533 D4533 D4833 D3786 D4751 D4491 D4491
UNITS oz/sq yd lbs.%lbs %lbs.lbs lbs.psi US Sieve gpm/ft2 sec-1
TARGET 4.00 200 <50 200 <50 75 75 100 400 50 5 0.05
157431.01 4.19 205 17 211 20 86 103 108 444 50 11 0.15
157431.02 4.19 205 17 211 20 86 103 108 444 50 11 0.15
157431.03 4.19 205 17 211 20 86 103 108 444 50 11 0.15
157431.04 4.19 205 17 211 20 86 103 108 444 50 11 0.15
*Weight is typical. All other values are MARV.
SKAPS Industries (Nonwoven Division)Sales Office:
335, Athena Drive Engineered Synthetic Product Inc.
Athens, GA 30601 (U.S.A.)Phone: [phone]
Phone [phone] Fax [phone] Fax: [phone]
E-mail: [e-mail]
American Environmental Group Ltd.
3600 Brecksville Road, Suite 100
Richfield, OH 44286
Ref : White Mesa
PO : 10019-5
ASTM D 5261 oz/sy (g/m2)16.00 (543)
ASTM D 4632 lbs (kN)390 (1.73)
ASTM D 4632 %50
ASTM D 4533 lbs (kN)150 (0.67)
ASTM D 4833 lbs (kN) 240 (1.07)
ASTM D 4491 sec-1 0.50
ASTM D 4751 US Sieve (mm)70 (0.21)
ASTM D 4355 %/hrs 70/500
Notes:
* At the time of manufacturing. Handling may change these properties.
ANURAG SHAH
QUALITY CONTROL MANAGER
www.espgeosynthetics.com
UV Resistance
AOS*
www.skaps.com
Weight
Permittivity*
Grab Tensile
Grab Elongation
Trapezoidal Tear
May 14, 2010
Puncture Resistance
Dear Sir/Madam:
This is to certify that SKAPS GE116 is a high quality needle-punched nonwoven geotextile made of
100%polypropylene staple fibers,randomly networked to form a high strength dimensionally stable
fabric.SKAPS GE116 resists ultraviolet deterioration,rotting,biological degradation.The fabric is
inert to commonly encountered soil chemicals.Polypropylene is stable within a pH range of 2 to 13.
SKAPS GE116 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS M.A.R.V.
Minimum Average Roll Value
ROLL #MD MD XMD XMD MD XMD PERMITT-
ASTM TENSILE ELONG TENSILE ELONG TRAP TRAP IVITY
METHOD D5261 D4632 D4632 D4632 D4632 D4533 D4533 D4833 D4751 D4491
UNITS oz/sq yd lbs.%lbs %lbs.lbs lbs.US Sieve sec-1
TARGET 16.00 390 50 390 50 150 150 240 70 0.50
15743.01 16.26 432 73 456 85 153 166 243 100 0.64
15743.02 16.26 432 73 456 85 153 166 243 100 0.64
15743.03 16.26 432 73 456 85 153 166 243 100 0.64
15743.04 16.26 432 73 456 85 153 166 243 100 0.64
15743.05 16.69 436 77 461 89 153 166 243 100 0.64
15743.06 16.69 436 77 461 89 153 166 243 100 0.64
15743.07 16.69 436 77 461 89 153 166 243 100 0.64
15743.08 16.69 436 77 461 89 153 166 243 100 0.64
15743.09 16.69 436 77 461 89 153 166 243 100 0.64
15743.10 16.33 430 71 458 83 157 170 247 100 0.64
15743.11 16.33 430 71 458 83 157 170 247 100 0.64
15743.12 16.33 430 71 458 83 157 170 247 100 0.64
15743.13 16.33 430 71 458 83 157 170 247 100 0.64
15743.14 16.33 430 71 458 83 157 170 247 100 0.64
15743.15 16.57 440 75 463 87 157 170 247 100 0.64
15743.16 16.57 440 75 463 87 157 170 247 100 0.64
15743.17 16.57 440 75 463 87 157 170 247 100 0.64
Product : GE116-15
PUNCTURE AOSWEIGHT
*All values are MARV.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 3/31/10 Job No.: SC0349-04
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-01 Revision No.: Contractor Submittal No.: 02772-01
Specification Section(s): 02772 Date of Submittal Report: 3/25/10
Submittal Subject: Specifications and Testing Procedures
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Per section 02772 subpart 2.03.F. requires index flux testing on a 1 per 200,000 square foot frequency rather than
the weekly frequency provided by CETCO.
Per ASTM D 5888, the recommended stack height for GCL is 3 rolls; CETCO documents GCL storage is limited to
stacks no higher than 7 rolls. Please follow the ASTM D5888 recommendation of 3 rolls
Please provide documentation that combined mass per unit area of geotextile components of GCL are 9 ounces
per square yard per Section 02772 Subpart 2.01.G
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/5/10 4/5/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 4/13/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-01A Revision No.: A Contractor Submittal No.: 02772-01
Specification Section(s): 02772 Date of Submittal Report: 4/8/10
Submittal Subject: Revised Specifications and Testing Procedures
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Per ASTM D 5888, the recommended stack height for GCL is 3 rolls; CETCO documents GCL storage is limited to
stacks no higher than 7 rolls. Please follow the ASTM D5888 recommendation of 3 rolls
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

4/13/10 4/13/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 3/31/10 Job No.: SC0349-04
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-02 Revision No.: Contractor Submittal No.: 02772-02
Specification Section(s): 02772 Date of Submittal Report: 3/25/10
Submittal Subject: Samples
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

04/5/10 04/5/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/4/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-03 Revision No.: Contractor Submittal No.: 02772-03
Specification Section(s): 02772 Date of Submittal Report: 5/2/10
Submittal Subject: GCL Shipping Schedule
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
MQC data is incomplete until index flux test data is received.
Conformance testing has not been completed on this material.
Contractor shall remove all material which fails MQC and/or conformance testing.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/6/10
05/06/10

Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
05/02/10 30310019
Attention:
Jim Cox 
Regarding:
GCL Material Certs Submittal for 200 rolls
TO:Geosyntec GCL Shipping Schedule for 15 Trucks
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/02/10 02772‐3 02772 GCL Shipping Schedule 
1 05/02/10 02772‐4 02770 GCL MQC Certificates
1 05/02/10 02772‐5 02770 GCL Roll Numbers and Identification
1 05/02/10 02772‐6 02770 GCL MQC Results and Test Methods
1 05/02/10 02772‐7 02770 GCL Cert GCL Meets Req'd Properties
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certs for the first 200 GCL rolls.
COPY TO:SIGNED:
HERE IS A TENTATIVE SHEDULE. 

LOADING FRIDAY 5/7    DELIVERING MONDAY 5/10  4 TRUCKS 
LOADING MONDAY 5/10 DELIVERING WEDNESDAY 5/12  4 TRUCKS 
LOADING TUESDAY 5/11 DELIVERING THURSDAY 5/13  4 TRUCKS  
LOADING WEDNESDAY 5/12 DELIVERING FRIDAY 5/14   3 TRUCKS  

A LOADING RE‐CAP SHEET WILL BE PROVIDED WHEN TRUCKS ARE ACTUALLY LOADED. 
THIS SCHEDULE IS ONLY TENTATIVE.. 

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/14/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-03A Revision No.: Contractor Submittal No.: 02772-03A
Specification Section(s): 02772 Date of Submittal Report: 5/14/10
Submittal Subject: GCL Shipping Schedule
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/14/10 5/14/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
05/14/10 32310019
Attention:
Jim Cox 
Regarding:
Cetco Shipping Schedule
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Shipping Schedule
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/14/10 02772‐3A 02772 GCL Shipping Schedule for GCL
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here is the shipping schedule for the first 12 trucks.
COPY TO:SIGNED:

Cetco Shipping Schedule for Dension Mine. 
Loading 3 trucks of GCL on Monday 5/17/10 delivering 5/18/10 
Loading 3 trucks of GCL on Tuesday 5/18/10 delivering 5/19/10 
Loading 3 trucks of GCL on Wednesday 5/19/10 delivering on 5/20/10 
Loading 3 trucks of GCL on Thursday 5/20/10 delivering on 5/21/10 
Will provide updated schedule next week for following week. 
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 5/19/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.:02772-04a to 02772-06a Revision No.: Contractor Submittal No.: 02772-04a to 02772-06a
Specification Section(s): 02772 Date of Submittal Report: 5/19/10
Submittal Subject: GCL MQC Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Conformance testing and index flux data has not been received for this material.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

05/22/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
05/19/10 32310019
Attention:
Jim Cox 
Regarding:
MQC Certificates for 70 rolls
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X MQC Documents
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/19/10 02772‐4 02772 GCL MQC Certificates
1 05/19/10 02772‐5 02772 GCL Roll Numbers and ID
1 05/19/10 02772‐6 02772 GCL MQC Results and Test Methods
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here is the test data for 70 GCL rolls.
COPY TO:SIGNED:

American Enviromental Group Suite 100 Richfield, OH 44286 [e-mail] To Whom it May Concern: Please find enclosed the MQA/MQC test data package for Geosynthetic Clay Liner shipments to American Enviromental Group. The enclosed data package includes results of all the MQC tests required by ASTM D5889, with the exception of index flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once per production lot (once per week), unless a higher frequency is required by the project specifications. Because of the GCL's low permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity results associated with this lot of material will be provided under separate cover as soon as they are available. Although the index flux/hydraulic conductivity test results are not yet available, CETCO accepts responsibility for our GCL should the index flux/hydraulic conductivity tests produce unacceptable results. If, upon delivery and prior to installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO will replace the nonconforming material at no charge. Questions regarding this information should be directed to Chris Athanassopoulos, Technical Support Engineer, at [phone]. Sincerely,
Roger B. Wilkerson Quality Assurance Coordinator CETCO Lovell Plant
Date: 5/19/2010
Purchase Order: 10019-3
ORDER NUMBER: 000260594

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBER: 000260594
PREPARED FOR: American Enviromental Group

CONTENTS:
z Product Certifications
z GCL Order packing list and MQA tracking form
z GCL manufacturing quality control test data
z Bentonite clay certification
z Raw material test results
PREPARED BY: Roger B. Wilkerson Quality Assurance Coordinator CETCO P.O. Box 428 92 Hwy. 37 Lovell, WY 82431 Telephone: [phone] ext. 413 E-Mail: [e-mail]

PRODUCT CERTIFICATIONS PROJECT NAME: Denison White Mesa Mill CUSTOMER P.O.: 10019-3 ORDER NUMBERS: 000260594 PREPARED FOR: American Enviromental Group The GCL manufactured for the above-referenced order number(s) is certified to meet the values listed in the tables below:
GCL PROPERTY SPECIFICATIONS FOR BENTOMAT ST

SPECIALLY REQUESTED CERTIFIED PROPERTIES FOR THIS ORDER OF BENTOMAT ST
Bentonite property tests are performed at a bentonite processing facility before shipment to CETCO's production facility. All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using ASTM D 6496. Upon request tensile and peel results can be reported per modified ASTM D 4632 using 4 inch grips.

NEEDLE DETECTION AND REMOVAL PROCEDURE
CETCO hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually
passed under a magnet for needle removal and then screened with a metal detection device. CETCO certifies Bentomat®
to be essentially free of broken needles and fragments of needles that would negatively effect the performance of the final product.
Roger B. Wilkerson Quality Assurance Coordinator
Test Method Test Method Property Test Frequency Certified Value
ASTM D 5891Bentonite Fluid Loss 1 per 50 Tons 18 ml Max
ASTM D 5993Bentonite Mass/Area 40,000 sq ft (4000 sq m)0.75 lb /sq ft Min
ASTM D 5890Bentonite Swell Index 1 per 50 Tons 24 ml/2g Min
ASTM D 6768GCL Grab Strength 200,000 sq ft (20,000 sq m)30 lbs/in MARV
ASTM D 6243GCL Hydrated Internal Shear StrengthPeriodic 500 psf typ @ 200 psf normal load
ASTM D 5887GCL Hydraulic Conductivity Weekly 5.0E-9 cm/s Max
ASTM D 5887GCL Index Flux Weekly 1.0E-8 m3/m2/s Max
ASTM D 6496GCL Peel Strength 40,000 sq ft (4000 sq m)3.5 lbs/in Min
Test Method Test Method Property Requested Frequency Requested Value Requested Conditions
ASTM D 5887 GCL Hydraulic Conductivity 1 per 200,000SF 5E-9 Standard

GCL PACKING LIST AND MQA TRACKING FORM

Listing of finished and raw materials used to produce certification package number 000260594
GCL Geotextiles Clay
LO-BENTOMAT ST LO-N/W-WHITE-ST LO-WOVEN-ST LO-CG 50-ST
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201021LO 1479 200 15 3450 3000 1476 201019CV 00001809 00001804 WEA013666-10 051210B
000260594 201021LO 1480 200 15 3405 3000 1476 201020CV 00001956 00001956 WEA013666-10 051210B
000260594 201021LO 1481 200 15 3530 3000 1476 201020CV 00001956 00001956 WEA013666-10 051210B
000260594 201021LO 1482 200 15 3475 3000 1476 201020CV 00001956 00001956 WEA013666-10 051210B
000260594 201021LO 1483 200 15 3500 3000 1476 201020CV 00001956 00001956 WEA013666-10 051210B
000260594 201021LO 1484 200 15 3510 3000 1476 201019CV 00001764 00001764 WEA013666-10 051210B
000260594 201021LO 1485 200 15 3480 3000 1476 201019CV 00001764 00001764 WEA013666-10 051210B
000260594 201021LO 1486 200 15 3495 3000 1476 201019CV 00001764 00001764 WEA013666-10 051210B
000260594 201021LO 1487 200 15 3535 3000 1476 201019CV 00001764 00001764 WEA013666-10 051210C
000260594 201021LO 1488 200 15 3510 3000 1476 201019CV 00001764 00001764 WEA013666-10 051210C
000260594 201021LO 1489 200 15 3520 3000 1489 201019CV 00001807 00001804 WEA013666-10 051210C
000260594 201021LO 1490 200 15 3495 3000 1489 201019CV 00001807 00001804 WEA013666-10 051210C
000260594 201021LO 1491 200 15 3540 3000 1489 201019CV 00001807 00001804 WEA013666-10 051210C
000260594 201021LO 1492 200 15 3525 3000 1489 201019CV 00001807 00001804 WEA013666-10 051210C
000260594 201021LO 1493 200 15 3555 3000 1489 201019CV 00001807 00001804 WEA013666-10 051210C
000260594 201021LO 1494 200 15 3540 3000 1489 201019CV 00001811 00001804 WEA013666-10 051210C
000260594 201021LO 1495 200 15 3560 3000 1489 201019CV 00001811 00001804 WEA013666-10 051210C
000260594 201021LO 1496 200 15 3530 3000 1489 201019CV 00001811 00001804 WEA013666-10 051210C
000260594 201021LO 1497 200 15 3515 3000 1489 201019CV 00001811 00001804 WEA014807-07 051210C
000260594 201021LO 1498 200 15 3520 3000 1489 201019CV 00001811 00001804 WEA014807-07 051210C
000260594 201021LO 1499 200 15 3555 3000 1489 201019CV 00001779 00001774 WEA014807-07 051210C
000260594 201021LO 1500 200 15 3525 3000 1489 201019CV 00001779 00001774 WEA014807-07 051210C
000260594 201021LO 1501 200 15 3550 3000 1489 201019CV 00001779 00001774 WEA014807-07 051210C
000260594 201021LO 1502 200 15 3575 3000 1502 201019CV 00001779 00001774 WEA014807-07 051210C
000260594 201021LO 1503 200 15 3565 3000 1502 201019CV 00001779 00001774 WEA014807-07 051210C
000260594 201021LO 1504 200 15 3590 3000 1502 201019CV 00001782 00001774 WEA014807-07 051210C
000260594 201021LO 1505 200 15 3580 3000 1502 201019CV 00001782 00001774 WEA014807-07 051210C
000260594 201021LO 1506 200 15 3565 3000 1502 201019CV 00001782 00001774 WEA014807-07 051210C
000260594 201021LO 1507 200 15 3600 3000 1502 201019CV 00001782 00001774 WEA014807-07 051210C
000260594 201021LO 1508 200 15 3575 3000 1502 201019CV 00001782 00001774 WEA014807-07 051210C
000260594 201021LO 1509 200 15 3555 3000 1502 201019CV 00001668 00001667 WEA014807-07 051210C
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201021LO 1510 200 15 3585 3000 1502 201019CV 00001668 00001667 WEA014807-07 051210C
000260594 201021LO 1511 200 15 3615 3000 1502 201019CV 00001668 00001667 WEA014807-07 051210C
000260594 201021LO 1512 200 15 3600 3000 1502 201019CV 00001668 00001667 WEA014807-07 051210C
000260594 201021LO 1513 200 15 3580 3000 1513 201019CV 00001774 00001774 WEA014807-07 051210D
000260594 201021LO 1514 200 15 3620 3000 1513 201019CV 00001774 00001774 WEA014807-07 051210D
000260594 201021LO 1515 200 15 3615 3000 1513 201019CV 00001774 00001774 WEA014113-02 051210D
000260594 201021LO 1516 200 15 3595 3000 1513 201019CV 00001774 00001774 WEA014113-02 051210D
000260594 201021LO 1517 200 15 3570 3000 1513 201019CV 00001774 00001774 WEA014113-02 051210D
000260594 201021LO 1518 200 15 3635 3000 1513 201019CV 00001783 00001774 WEA014113-02 051210D
000260594 201021LO 1519 200 15 3595 3000 1513 201019CV 00001783 00001774 WEA014113-02 051210D
000260594 201021LO 1520 200 15 3580 3000 1513 201019CV 00001783 00001774 WEA014113-02 051210D
000260594 201021LO 1521 200 15 3550 3000 1513 201019CV 00001783 00001774 WEA014113-02 051210D
000260594 201021LO 1522 200 15 3610 3000 1513 201019CV 00001783 00001774 WEA014113-02 051210D
000260594 201021LO 1523 200 15 3600 3000 1513 201019CV 00001783 00001774 WEA014113-02 051210D
000260594 201021LO 1524 200 15 3565 3000 1513 201019CV 00001654 00001647 WEA014113-02 051210D
000260594 201021LO 1525 200 15 3570 3000 1513 201019CV 00001654 00001647 WEA014113-02 051210D
000260594 201021LO 1526 200 15 3555 3000 1526 201019CV 00001654 00001647 WEA014113-02 051210D
000260594 201021LO 1527 200 15 3570 3000 1526 201019CV 00001654 00001647 WEA014113-02 051210D
000260594 201021LO 1528 200 15 3575 3000 1526 201019CV 00001654 00001647 WEA014113-02 051210D
000260594 201021LO 1529 200 15 3565 3000 1526 201019CV 00001814 00001814 WEA014113-02 051210D
000260594 201021LO 1530 200 15 3590 3000 1526 201019CV 00001814 00001814 WEA014113-02 051210D
000260594 201021LO 1531 200 15 3545 3000 1526 201019CV 00001814 00001814 WEA014113-02 051210D
000260594 201021LO 1532 200 15 3550 3000 1526 201019CV 00001814 00001814 WEA014113-02 051210D
000260594 201021LO 1533 200 15 3515 3000 1526 201019CV 00001814 00001814 WEA014113-02 051210D
000260594 201021LO 1534 200 15 3520 3000 1526 201019CV 00001667 00001667 WEA014113-02 051210D
000260594 201021LO 1535 200 15 3530 3000 1526 201019CV 00001667 00001667 WEA014113-03 051210D
000260594 201021LO 1536 200 15 3540 3000 1526 201019CV 00001667 00001667 WEA014113-03 051210D
000260594 201021LO 1537 200 15 3535 3000 1526 201019CV 00001667 00001667 WEA014113-03 051210D
000260594 201021LO 1538 200 15 3540 3000 1526 201019CV 00001667 00001667 WEA014113-03 051210D
000260594 201021LO 1539 200 15 3530 3000 1526 201018CV 00001587 00001586 WEA014113-03 051210D
000260594 201021LO 1540 200 15 3555 3000 1526 201018CV 00001587 00001586 WEA014113-03 051210D
000260594 201021LO 1541 200 15 3515 3000 1526 201018CV 00001587 00001586 WEA014113-03 051210D
000260594 201021LO 1542 200 15 3525 3000 1526 201018CV 00001587 00001586 WEA014113-03 051210D
000260594 201021LO 1543 200 15 3500 3000 1526 201018CV 00001587 00001586 WEA014113-03 051210E
000260594 201021LO 1544 200 15 3520 3000 1526 201019CV 00001813 00001804 WEA014113-03 051210E
000260594 201021LO 1545 200 15 3535 3000 1526 201019CV 00001813 00001804 WEA014113-03 051210E
000260594 201021LO 1546 200 15 3550 3000 1526 201019CV 00001813 00001804 WEA014113-03 051210E
000260594 201021LO 1547 200 15 3575 3000 1526 201019CV 00001813 00001804 WEA014113-03 051210E
000260594 201021LO 1548 200 15 3550 3000 1526 201019CV 00001816 00001814 WEA014113-03 051210E
Total sq ft:210000 Total Number of Rolls Certified: 70

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 000260594 have been tested in our production facility lab.

BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 000260594
has been tested by American Colloid Company and yielded the following test results.
Product Lot # Tested Roll # Tested Mass Area Grab Strength Peel Strength 6496
ASTM Test Method:D 5993 D 6768 D 6496
Required Value:0.75 lb /sq ft Min 30 lbs/in MARV 3.5 lbs/in Min
LO-BENTOMAT ST 201021LO 1476 0.86 100.5 5.4
LO-BENTOMAT ST 201021LO 1489 0.85 100.5 4.2
LO-BENTOMAT ST 201021LO 1502 0.85 100.5 4.8
LO-BENTOMAT ST 201021LO 1513 0.85 37.7 4.5
LO-BENTOMAT ST 201021LO 1526 0.85 37.7 6.9
Clay Lot #Moist Swell Fluid Loss
ASTM Test Method:D 2216 D 5890 D 5891
Required Value:12% Max 24 ml/2g Min 18 ml Max
051210B 10.80 26.00 15.20
051210C 10.00 24.00 15.20
051210D 10.80 27.00 14.80
051210E 10.80 25.00 15.20

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS

The GCL in certification package number 000260594 was manufactured with geotextiles which were tested with the following results.
Certifications from our suppliers are on file at our production facility.
An '*' or 'PT' indicates supplier certifications were unavailable prior to shipping so testing was performed at a CETCO lab.
BASE GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
MATTEX WEA013363-8 3.5 182.3
MATTEX WEA013730-9 3.5 191.8
MATTEX WEA014750-9 3.5 193.4
COVER GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
CV-NON-WOVEN 00001586 6.9 37.0
CV-NON-WOVEN 00001647 6.7 26.9
CV-NON-WOVEN 00001667 6.8 33.0
CV-NON-WOVEN 00001764 6.9 31.1
CV-NON-WOVEN 00001774 6.9 27.8
CV-NON-WOVEN 00001804 6.3 24.0
CV-NON-WOVEN 00001814 6.4 35.2
CV-NON-WOVEN 00001956 6.4 40.1
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 10/13/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-04F-
02772-07F
Revision No.: Contractor Submittal No.: 02772-04F-
02772-07F
Specification Section(s): 02772 Date of Submittal Report: 10/12/10
Submittal Subject: GCL MQC Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

10/13/10 10/13/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

3600 Brecksville Rd, Suite 100 • Richfield, OH 44286 • Ph: 330-659-5930 • Fx: 330-659-5931

Sent via e-mail

October 12, 2010

Mr. Jim Cox
Geosyntec-Senior Construction Manager
10875 Rancho Bernardo Road, Ste. 200
San Diego, California 92127
Phone: [phone]
E-mail: [e-mail]

RE: White Mesa Mill Facility-Cell 4B Construction-Material Certifications

Dear Mr. Cox,

Here are material certs for fifty-two (52) rolls GCL for the above referenced project. We had
Cetco hold a portion of the order to reduce site inventory.

If you need anything else do not hesitate to contact me.

Thank you in advance for your consideration.

Respectfully Yours,
Dwight Pattee

Revision #: 
LETTER OF TRANSMITTAL
Date:Job No.
10/12/10 32310019
Attention:
Jim Cox 
Regarding:
GCL Material Certs Resubmittal for 52 rolls
TO:Geosyntec  
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 10/12/10 02772‐4 02770 GCL MQC Certificates
1 10/12/10 02772‐5 02770 GCL Roll Numbers and Identification
1 10/12/10 02772‐6 02770 GCL MQC Results and Test Methods
1 10/12/10 02772‐7 02770 GCL Cert GCL Meets Req'd Properties
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certs for 52 GCL rolls.
COPY TO:SIGNED:

American Enviromental Group
Suite 100
Richfield, OH 44286
[e-mail]

To Whom it May Concern:

Please find enclosed the MQA/MQC test data package for Geosynthetic Clay Liner shipments to
American Enviromental Group.

The enclosed data package includes results of all the MQC tests required by ASTM D5889, with the exception of
index flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once
per production lot (once per week), unless a higher frequency is required by the project specifications. Because
of the GCL's low permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity
results associated with this lot of material will be provided under separate cover as soon as they are available.

Although the index flux/hydraulic conductivity test results are not yet available, CETCO accepts responsibility for our
GCL should the index flux/hydraulic conductivity tests produce unacceptable results. If, upon delivery and prior to
installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO will
replace the nonconforming material at no charge.

Questions regarding this information should be directed to Chris Athanassopoulos,
Technical Support Engineer, at [phone].

Sincerely,
Roger B. Wilkerson
Quality Assurance Coordinator
CETCO Lovell Plant
Date: 9/22/2010
Purchase Order: 10019-3
ORDER NUMBER: 000260594

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBER: 000260594
PREPARED FOR: American Enviromental Group

CONTENTS:
z Product Certifications
z GCL Order packing list and MQA tracking form
z GCL manufacturing quality control test data
z Bentonite clay certification
z Raw material test results

PREPARED BY: Roger B. Wilkerson
Quality Assurance Coordinator
CETCO
P.O. Box 428
92 Hwy. 37
Lovell, WY 82431
Telephone: [phone] ext. 413
E-Mail: [e-mail]

PRODUCT CERTIFICATIONS

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBERS: 000260594
PREPARED FOR: American Enviromental Group

The GCL manufactured for the above-referenced order number(s) is certified to meet the values listed in the tables below:

GCL PROPERTY SPECIFICATIONS FOR BENTOMAT ST

SPECIALLY REQUESTED CERTIFIED PROPERTIES FOR THIS ORDER OF BENTOMAT ST
Bentonite property tests are performed at a bentonite processing facility before shipment to CETCO's production facility.
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. Upon request tensile and peel results can be reported per modified ASTM D 4632 using 4 inch grips.

NEEDLE DETECTION AND REMOVAL PROCEDURE

CETCO hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually
passed under a magnet for needle removal and then screened with a metal detection device. CETCO certifies Bentomat®
to be essentially free of broken needles and fragments of needles that would negatively effect the performance of the final product.

Roger B. Wilkerson
Quality Assurance Coordinator
Test Method Test Method Property Test Frequency Certified Value
ASTM D 5891Bentonite Fluid Loss 1 per 50 Tons 18 ml Max
ASTM D 5993Bentonite Mass/Area 40,000 sq ft (4000 sq m)0.75 lb /sq ft Min
ASTM D 5890Bentonite Swell Index 1 per 50 Tons 24 ml/2g Min
ASTM D 6768GCL Grab Strength 200,000 sq ft (20,000 sq m)30 lbs/in MARV
ASTM D 6243GCL Hydrated Internal Shear StrengthPeriodic 500 psf typ @ 200 psf normal load
ASTM D 5887GCL Hydraulic Conductivity Weekly 5.0E-9 cm/s Max
ASTM D 5887GCL Index Flux Weekly 1.0E-8 m3/m2/s Max
ASTM D 6496GCL Peel Strength 40,000 sq ft (4000 sq m)3.5 lbs/in Min
Test Method Test Method Property Requested Frequency Requested Value Requested Conditions
ASTM D 5887 GCL Hydraulic Conductivity 1 per 200,000SF 5x10^-9 Standard

GCL PACKING LIST AND MQA TRACKING FORM

Listing of finished and raw materials used to produce certification package number 000260594
GCL Geotextiles Clay
LO-BENTOMAT ST LO-N/W-WHITE-ST LO-WOVEN-ST LO-CG 50-ST
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201039LO 4142 200 15 3640 3000 4137 2021205142 WEA016076-7 091010E
000260594 201039LO 4143 200 15 3655 3000 4137 2021205142 WEA016076-7 091010F
000260594 201039LO 4144 200 15 3620 3000 4137 2021205142 WEA016076-7 091010F
000260594 201039LO 4145 200 15 3630 3000 4137 2021205142 WEA016076-7 091010F
000260594 201039LO 4146 200 15 3675 3000 4137 2021205191 WEA016076-7 091010F
000260594 201039LO 4147 200 15 3665 3000 4137 2021205191 WEA016076-7 091010F
000260594 201039LO 4148 200 15 3660 3000 4137 2021205191 WEA016076-7 091010F
000260594 201039LO 4149 200 15 3620 3000 4137 2021205191 WEA016076-7 091010F
000260594 201039LO 4150 200 15 3625 3000 4137 2021205191 WEA016170-2 091010F
000260594 201039LO 4151 200 15 3620 3000 4151 2021205171 WEA016170-2 091010F
000260594 201039LO 4152 200 15 3595 3000 4151 2021205171 WEA016170-2 091010F
000260594 201039LO 4153 200 15 3635 3000 4151 2021205171 WEA016170-2 091010F
000260594 201039LO 4154 200 15 3605 3000 4151 2021205171 WEA016170-2 091010F
000260594 201039LO 4155 200 15 3580 3000 4151 2021205171 WEA016170-2 091010F
000260594 201039LO 4156 200 15 3590 3000 4151 2021205171 WEA016170-2 091010F
000260594 201039LO 4157 200 15 3565 3000 4151 2021205173 WEA016170-2 091010F
000260594 201039LO 4158 200 15 3575 3000 4151 2021205173 WEA016170-2 091010F
000260594 201039LO 4159 200 15 3570 3000 4151 2021205173 WEA016170-2 091010F
000260594 201039LO 4160 200 15 3555 3000 4151 2021205173 WEA016170-2 091010F
000260594 201039LO 4161 200 15 3550 3000 4151 2021205173 WEA016170-2 091010F
000260594 201039LO 4162 200 15 3620 3000 4151 2021205194 WEA016170-2 091010F
000260594 201039LO 4163 200 15 3615 3000 4151 2021205194 WEA016170-2 091010F
000260594 201039LO 4164 200 15 3600 3000 4164 2021205194 WEA016170-2 091010F
000260594 201039LO 4165 200 15 3605 3000 4164 2021205194 WEA016170-2 091010F
000260594 201039LO 4166 200 15 3580 3000 4164 2021205194 WEA016170-2 091010F
000260594 201039LO 4167 200 15 3585 3000 4164 2021205198 WEA016170-2 091010F
000260594 201039LO 4168 200 15 3570 3000 4164 2021205198 WEA016170-2 091010F
000260594 201039LO 4169 200 15 3550 3000 4164 2021205198 WEA015940-17 091010F
000260594 201039LO 4170 200 15 3555 3000 4164 2021205198 WEA015940-17 091010F
000260594 201039LO 4171 200 15 3580 3000 4164 2021205198 WEA015940-17 091010F
000260594 201039LO 4172 200 15 3560 3000 4164 2021205172 WEA015940-17 091010F
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201039LO 4173 200 15 3550 3000 4164 2021205172 WEA015940-17 091010F
000260594 201039LO 4174 200 15 3625 3000 4164 2021205172 WEA015940-17 091010F
000260594 201039LO 4175 200 15 3635 3000 4164 2021205172 WEA015940-17 091010F
000260594 201039LO 4176 200 15 3565 3000 4164 2021205172 WEA015940-17 091010F
000260594 201039LO 4177 200 15 3560 3000 4177 2021205172 WEA015940-17 091010F
000260594 201039LO 4178 200 15 3550 3000 4177 2021205170 WEA015940-17 091010F
000260594 201039LO 4179 200 15 3545 3000 4177 2021205170 WEA015940-17 091010F
000260594 201039LO 4180 200 15 3550 3000 4177 2021205170 WEA015940-17 091010F
000260594 201039LO 4181 200 15 3515 3000 4177 2021205170 WEA015940-17 091010F
000260594 201039LO 4182 200 15 3495 3000 4177 2021205170 WEA015940-17 091010F
000260594 201039LO 4183 200 15 3500 3000 4177 2021205192 WEA015940-17 091010F
000260594 201039LO 4184 200 15 3490 3000 4177 2021205192 WEA015940-17 091010F
000260594 201039LO 4185 200 15 3485 3000 4177 2021205192 WEA015940-17 091010F
000260594 201039LO 4186 200 15 3500 3000 4177 2021205192 WEA015940-17 091010F
000260594 201039LO 4187 200 15 3435 3000 4177 2021205192 WEA015940-17 091010F
000260594 201039LO 4188 200 15 3450 3000 4177 2021205193 WEA015835-9 091110A
000260594 201039LO 4189 200 15 3505 3000 4177 2021205193 WEA015835-9 091110A
000260594 201039LO 4190 200 15 3345 3000 4190 2021205193 WEA015835-9 091110A
000260594 201039LO 4191 200 15 3555 3000 4190 2021205193 WEA015835-9 091110A
000260594 201039LO 4192 200 15 3525 3000 4190 2021205193 WEA015835-9 091110A
000260594 201039LO 4193 200 15 3555 3000 4190 2021205169 WEA015835-9 091110A
Total sq ft:156000 Total Number of Rolls Certified: 52

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 000260594 have been tested in our production facility lab.

BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 000260594
has been tested by American Colloid Company and yielded the following test results.
Product Lot # Tested Roll # Tested Mass Area Grab Strength Peel Strength 6496
ASTM Test Method:D 5993 D 6768 D 6496
Required Value:0.75 lb /sq ft Min 30 lbs/in MARV 3.5 lbs/in Min
LO-BENTOMAT ST 201039LO 4137 0.89 96.4 8.5
LO-BENTOMAT ST 201039LO 4151 0.88 100.8 8.6
LO-BENTOMAT ST 201039LO 4164 0.93 100.8 7.5
LO-BENTOMAT ST 201039LO 4177 0.92 100.8 6.9
LO-BENTOMAT ST 201039LO 4190 0.85 100.8 5.8
Clay Lot #Moist Swell Fluid Loss
ASTM Test Method:D 2216 D 5890 D 5891
Required Value:12% Max 24 ml/2g Min 18 ml Max
091010E 11.20 25.00 15.60
091010F 10.80 25.00 15.60
091110A 11.20 28.00 16.00

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS

The GCL in certification package number 000260594 was manufactured with geotextiles which were tested with the following results.
Certifications from our suppliers are on file at our production facility.
An '*' or 'PT' indicates supplier certifications were unavailable prior to shipping so testing was performed at a CETCO lab.
BASE GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
MATTEX WEA015835-9 3.5 192.7
MATTEX WEA015940-17 3.5 188.3
MATTEX WEA016076-7 3.5 192.2
MATTEX WEA016170-2 3.5 193.0
COVER GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
PPX 650 2021205142 6.8 151.9
PPX 650 2021205169 6.7 147.6
PPX 650 2021205170 6.7 147.6
PPX 650 2021205171 6.7 147.6
PPX 650 2021205172 6.7 147.6
PPX 650 2021205173 6.1 132.0
PPX 650 2021205191 7.0 141.1
PPX 650 2021205192 7.0 141.1
PPX 650 2021205193 6.7 150.2
PPX 650 2021205194 6.7 150.2
PPX 650 2021205198 7.5 166.0
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Mr. Chris Athanassopoulos <= Same
CETCO
2870 Forbs Avenue
Hoffman Estates, IL 60192
email: [e-mail]
cc email: [e-mail]
Dear Mr. Athanassopoulos:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2347-15-09
Material(s) Tested:1 Bentomat ST GCL
Test(s) Requested:Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
September 27, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample ID: 4142
TRI Log #: E2347-15-09
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)2.9E-09 2.9E-09 1E-8 max
Hydraulic Conductivity (cm/sec) 2.4E-09 2.4E-09 5E-9 max
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. John Beeman Date: 10/28/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-04G-
02772-07G
Revision No.: Contractor Submittal No.: 02772-04G-
02772-07G
Specification Section(s): 02772 Date of Submittal Report: 10/26/10
Submittal Subject: GCL MQC Data
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

11/3/10
11/01/10

Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

American Environmental Group Suite 100 Richfield, OH 44286 [e-mail]
To Whom it May Concern:
Please find enclosed the MQA/MQC test data package for Geosynthetic Clay Liner shipments to American Environmental Group. The enclosed data package includes results of all the MQC tests required by ASTM D5889, with the exception of index flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once
per production lot (once per week), unless a higher frequency is required by the project specifications. Because of the GCL's low permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity results associated with this lot of material will be provided under separate cover as soon as they are available. Although the index flux/hydraulic conductivity test results are not yet available, CETCO accepts responsibility for our
GCL should the index flux/hydraulic conductivity tests produce unacceptable results. If, upon delivery and prior to installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO will replace the nonconforming material at no charge.
Questions regarding this information should be directed to Chris Athanassopoulos, Technical Support Engineer, at [phone]. Sincerely,
Roger B. Wilkerson Quality Assurance Coordinator CETCO Lovell Plant
Date: 10/25/2010
Purchase Order: 10019-3
ORDER NUMBER: 026059458

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE

PROJECT NAME: Denison White Mase Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBER: 026059458
PREPARED FOR: American Environmental Group

CONTENTS:
z Product Certifications
z GCL Order packing list and MQA tracking form
z GCL manufacturing quality control test data
z Bentonite clay certification
z Raw material test results

PREPARED BY: Roger B. Wilkerson Quality Assurance Coordinator CETCO P.O. Box 428
92 Hwy. 37 Lovell, WY 82431 Telephone: [phone] ext. 413
E-Mail: [e-mail]

PRODUCT CERTIFICATIONS PROJECT NAME: Denison White Mase Mill
CUSTOMER P.O.: 10019-3 ORDER NUMBERS: 026059458 PREPARED FOR: American Environmental Group
The GCL manufactured for the above-referenced order number(s) is certified to meet the values listed in the tables below: GCL PROPERTY SPECIFICATIONS FOR BENTOMAT ST
SPECIALLY REQUESTED CERTIFIED PROPERTIES FOR THIS ORDER OF BENTOMAT ST
Bentonite property tests are performed at a bentonite processing facility before shipment to CETCO's production facility. All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using ASTM D 6496. Upon request tensile and peel results can be reported per modified ASTM D 4632 using 4 inch grips.
NEEDLE DETECTION AND REMOVAL PROCEDURE
CETCO hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually
passed under a magnet for needle removal and then screened with a metal detection device. CETCO certifies Bentomat®
to be essentially free of broken needles and fragments of needles that would negatively effect the performance of the final product.

Roger B. Wilkerson Quality Assurance Coordinator
Test Method Test Method Property Test Frequency Certified Value
ASTM D 5891Bentonite Fluid Loss 1 per 50 Tons 18 ml Max
ASTM D 5993Bentonite Mass/Area 40,000 sq ft (4000 sq m)0.75 lb /sq ft Min
ASTM D 5890Bentonite Swell Index 1 per 50 Tons 24 ml/2g Min
ASTM D 6768GCL Grab Strength 200,000 sq ft (20,000 sq m)30 lbs/in MARV
ASTM D 6243GCL Hydrated Internal Shear StrengthPeriodic 500 psf typ @ 200 psf normal load
ASTM D 5887GCL Hydraulic Conductivity Weekly 5.0E-9 cm/s Max
ASTM D 5887GCL Index Flux Weekly 1.0E-8 m3/m2/s Max
ASTM D 6496GCL Peel Strength 40,000 sq ft (4000 sq m)3.5 lbs/in Min
Test Method Test Method Property Requested Frequency Requested Value Requested Conditions
ASTM D 5887 GCL Hydraulic Conductivity 1 per 200,000SF 5x10^-9 Standard

GCL PACKING LIST AND MQA TRACKING FORM

Listing of finished and raw materials used to produce certification package number 000260594
GCL Geotextiles Clay
LO-BENTOMAT ST LO-N/W-WHITE-ST LO-WOVEN-ST LO-CG 50-ST
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
026059458 201043LO 4455 200 15 3600 3000 4455 2021236981 WEA016265-1 100110A
026059458 201043LO 4456 200 15 3560 3000 4455 2021219351 WEA016265-1 100110A
026059458 201043LO 4457 200 15 3590 3000 4455 2021219351 WEA016265-1 100110A
026059458 201043LO 4458 200 15 3635 3000 4455 2021219351 WEA016265-1 100110A
026059458 201043LO 4459 200 15 3610 3000 4455 2021219351 WEA016265-1 100110A
026059458 201043LO 4460 200 15 3645 3000 4455 2021219351 WEA016265-1 100110A
026059458 201043LO 4461 200 15 3665 3000 4455 2021219355 WEA016265-1 100110A
026059458 201043LO 4462 200 15 3625 3000 4455 2021219355 WEA016265-1 100110A
026059458 201043LO 4463 200 15 3655 3000 4455 2021219355 WEA016265-1 100110A
026059458 201043LO 4464 200 15 3635 3000 4455 2021219355 WEA016265-1 100110A
026059458 201043LO 4465 200 15 3675 3000 4455 2021219355 WEA016265-1 100110A
026059458 201043LO 4466 200 15 3655 3000 4455 2021219376 WEA016265-1 100110A
026059458 201043LO 4467 200 15 3650 3000 4455 2021219376 WEA016265-1 100110A
Total sq ft:39000 Total Number of Rolls Certified: 13

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 000260594 have been tested in our production facility lab.
BENTONITE CLAY CERTIFICATION The Bentonite Clay used to produce package 000260594 has been tested by American Colloid Company and yielded the following test results.
Product Lot # Tested Roll # Tested Mass Area Grab Strength Peel Strength 6496
ASTM Test Method:D 5993 D 6768 D 6496
Required Value:0.75 lb /sq ft Min 30 lbs/in MARV 3.5 lbs/in Min
LO-BENTOMAT ST 201043LO 4455 0.87 83.3 4.4
Clay Lot #Moist Swell Fluid Loss
ASTM Test Method:D 2216 D 5890 D 5891
Required Value:12% Max 24 ml/2g Min 18 ml Max
100110A 11.20 25.00 17.60

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS

The GCL in certification package number 000260594 was manufactured with geotextiles which were tested with the following results.
Certifications from our suppliers are on file at our production facility.
An '*' or 'PT' indicates supplier certifications were unavailable prior to shipping so testing was performed at a CETCO lab.
BASE GEOTEXTILE
Material Roll Number Mass Area oz/yd2 Grab Strength lbs
MATTEX WEA016265-1 3.5 189.6
COVER GEOTEXTILE
Material Roll Number Mass Area oz/yd2 Grab Strengthlbs
PPX 650 2021219351 7.2 162.0
PPX 650 2021219355 7.2 162.0
PPX 650 2021219376 7.4 117.6
PPX 650 2021236981 6.9 141.4
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Mr. Chris Athanassopoulos <= Same
CETCO
2870 Forbs Avenue
Hoffman Estates, IL 60192
email: [e-mail]
cc email: [e-mail]
Dear Mr. Athanassopoulos:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2347-25-06
Material(s) Tested: 1 Bentomat ST GCL
Test(s) Requested: Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
October 25, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample ID: 4455
TRI Log #: E2347-25-06
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.1E-09 3.1E-09 1E-8 max
Hydraulic Conductivity (cm/sec) 2.7E-09 2.7E-09 5E-9 max
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date:5/4/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-4 to 02772-07 Revision No.: Contractor Submittal No.: 02772-4 to 02772-07
Specification Section(s): 02772 Date of Submittal Report: 5/2/10
Submittal Subject: MQC Certificates, Roll Numbers and ID, MQC Results and Test Methods, and Cert GCL meets
req’d properties
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
MQC Index flux testing shall be submitted when it becomes available – submittal is incomplete until it is received.
Conformance testing has not been completed on GCL material.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/6/10 05/06/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
05/02/10 30310019
Attention:
Jim Cox 
Regarding:
GCL Material Certs Submittal for 200 rolls
TO:Geosyntec GCL Shipping Schedule for 15 Trucks
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/02/10 02772‐3 02772 GCL Shipping Schedule 
1 05/02/10 02772‐4 02770 GCL MQC Certificates
1 05/02/10 02772‐5 02770 GCL Roll Numbers and Identification
1 05/02/10 02772‐6 02770 GCL MQC Results and Test Methods
1 05/02/10 02772‐7 02770 GCL Cert GCL Meets Req'd Properties
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certs for the first 200 GCL rolls.
COPY TO:SIGNED:

American Enviromental Group
Suite 100
Richfield, OH 44286
[e-mail]

To Whom it May Concern:

Please find enclosed the MQA/MQC test data package for Geosynthetic Clay Liner shipments to
American Enviromental Group.

The enclosed data package includes results of all the MQC tests required by ASTM D5889, with the exception of
index flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once
per production lot (once per week), unless a higher frequency is required by the project specifications. Because
of the GCL's low permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity
results associated with this lot of material will be provided under separate cover as soon as they are available.

Although the index flux/hydraulic conductivity test results are not yet available, CETCO accepts responsibility for our
GCL should the index flux/hydraulic conductivity tests produce unacceptable results. If, upon delivery and prior to
installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO will
replace the nonconforming material at no charge.

Questions regarding this information should be directed to Chris Athanassopoulos,
Technical Support Engineer, at [phone].

Sincerely,
Roger B. Wilkerson
Quality Assurance Coordinator
CETCO Lovell Plant
Date: 4/30/2010
Purchase Order: 10019-3
ORDER NUMBER: 000260594

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBER: 000260594
PREPARED FOR: American Enviromental Group

CONTENTS:
z Product Certifications
z GCL Order packing list and MQA tracking form
z GCL manufacturing quality control test data
z Bentonite clay certification
z Raw material test results

PREPARED BY: Roger B. Wilkerson
Quality Assurance Coordinator
CETCO
P.O. Box 428
92 Hwy. 37
Lovell, WY 82431
Telephone: [phone] ext. 413
E-Mail: [e-mail]

PRODUCT CERTIFICATIONS

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBERS: 000260594
PREPARED FOR: American Enviromental Group

The GCL manufactured for the above-referenced order number(s) is certified to meet the values listed in the tables below:

GCL PROPERTY SPECIFICATIONS FOR BENTOMAT ST

SPECIALLY REQUESTED CERTIFIED PROPERTIES FOR THIS ORDER OF BENTOMAT ST
Bentonite property tests are performed at a bentonite processing facility before shipment to CETCO's production facility.
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. Upon request tensile and peel results can be reported per modified ASTM D 4632 using 4 inch grips.

NEEDLE DETECTION AND REMOVAL PROCEDURE

CETCO hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually
passed under a magnet for needle removal and then screened with a metal detection device. CETCO certifies Bentomat®
to be essentially free of broken needles and fragments of needles that would negatively effect the performance of the final product.

Roger B. Wilkerson
Quality Assurance Coordinator
Test Method Test Method Property Test Frequency Certified Value
ASTM D 5891Bentonite Fluid Loss 1 per 50 Tons 18 ml Max
ASTM D 5993Bentonite Mass/Area 40,000 sq ft (4000 sq m)0.75 lb /sq ft Min
ASTM D 5890Bentonite Swell Index 1 per 50 Tons 24 ml/2g Min
ASTM D 6768GCL Grab Strength 200,000 sq ft (20,000 sq m)30 lbs/in MARV
ASTM D 6243GCL Hydrated Internal Shear StrengthPeriodic 500 psf typ @ 200 psf normal load
ASTM D 5887GCL Hydraulic Conductivity Weekly 5.0E-9 cm/s Max
ASTM D 5887GCL Index Flux Weekly 1.0E-8 m3/m2/s Max
ASTM D 6496GCL Peel Strength 40,000 sq ft (4000 sq m)3.5 lbs/in Min
Test Method Test Method Property Requested Frequency Requested Value Requested Conditions
ASTM D 5887 GCL Hydraulic Conductivity 1 per 200,000SF 5x10^-9 Standard

GCL PACKING LIST AND MQA TRACKING FORM

Listing of finished and raw materials used to produce certification package number 000260594
GCL Geotextiles Clay
LO-BENTOMAT ST LO-N/W-WHITE-ST LO-WOVEN-ST LO-CG 50-ST
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201018LO 780 200 15 3475 3000 779 201012CV 00001023 00001022 2020661949 042310B
000260594 201018LO 781 200 15 3495 3000 779 201012CV 00001023 00001022 2020661949 042310B
000260594 201018LO 782 200 15 3545 3000 779 201012CV 00000946 00000942 2020661949 042310B
000260594 201018LO 783 200 15 3545 3000 779 201012CV 00000946 00000942 2020661949 042310B
000260594 201018LO 784 200 15 3540 3000 779 201012CV 00000946 00000942 2020661949 042310B
000260594 201018LO 785 200 15 3585 3000 779 201012CV 00000946 00000942 2020661949 042310B
000260594 201018LO 786 200 15 3555 3000 779 201012CV 00000991 00000991 2020661949 042310B
000260594 201018LO 787 200 15 3595 3000 779 201012CV 00000991 00000991 2020661949 042310B
000260594 201018LO 788 200 15 3590 3000 779 201012CV 00000991 00000991 2020661949 042310B
000260594 201018LO 789 200 15 3570 3000 779 201012CV 00000991 00000991 2020661949 042310B
000260594 201018LO 790 200 15 3555 3000 779 201012CV 00000991 00000991 2020661949 042310B
000260594 201018LO 791 200 15 3595 3000 779 201014CV 00001175 00001172 2020661949 042310B
000260594 201018LO 792 200 15 3615 3000 792 201014CV 00001175 00001172 2020661949 042310B
000260594 201018LO 793 200 15 3620 3000 792 201014CV 00001175 00001172 2020661949 042310B
000260594 201018LO 794 200 15 3565 3000 792 201014CV 00001175 00001172 2020688861 042310B
000260594 201018LO 795 200 15 3580 3000 792 201014CV 00001175 00001172 2020688861 042310B
000260594 201018LO 796 200 15 3585 3000 792 201013CV 00001153 00001153 2020688861 042310B
000260594 201018LO 797 200 15 3585 3000 792 201013CV 00001153 00001153 2020688861 042310B
000260594 201018LO 798 200 15 3595 3000 792 201013CV 00001153 00001153 2020688861 042310B
000260594 201018LO 799 200 15 3600 3000 792 201013CV 00001153 00001153 2020688861 042310B
000260594 201018LO 800 200 15 3605 3000 792 201013CV 00001153 00001153 2020688861 042310B
000260594 201018LO 801 200 15 3600 3000 792 201013CV 00001152 00001143 2020688861 042310B
000260594 201018LO 802 200 15 3535 3000 792 201013CV 00001152 00001143 2020688861 042310B
000260594 201018LO 803 200 15 3550 3000 792 201013CV 00001152 00001143 2020688861 042310B
000260594 201018LO 804 200 15 3580 3000 792 201013CV 00001152 00001143 2020688861 042410A
000260594 201018LO 805 200 15 3570 3000 805 201013CV 00001152 00001143 2020688861 042410A
000260594 201018LO 806 200 15 3570 3000 805 2020801726 2020688861 042410A
000260594 201018LO 807 200 15 3580 3000 805 2020801726 2020688861 042410A
000260594 201018LO 808 200 15 3595 3000 805 2020801726 2020688861 042410A
000260594 201018LO 809 200 15 3600 3000 805 2020801726 2020688861 042410A
000260594 201018LO 810 200 15 3605 3000 805 2020801726 2020688861 042410A
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201018LO 811 200 15 3565 3000 805 2020801726 2020688861 042410A
000260594 201018LO 812 200 15 3555 3000 805 2020801730 2020688861 042410A
000260594 201018LO 813 200 15 3565 3000 805 2020801730 2020688861 042410A
000260594 201018LO 815 200 15 3625 3000 805 2020801730 2020590128 042410A
000260594 201018LO 816 200 15 3575 3000 805 2020801730 2020590128 042410A
000260594 201018LO 817 200 15 3585 3000 805 201018CV 00001479 00001472 2020590128 042410A
000260594 201018LO 818 200 15 3595 3000 818 201018CV 00001479 00001472 2020590128 042410A
000260594 201018LO 819 200 15 3550 3000 818 201018CV 00001479 00001472 2020590128 042410A
000260594 201018LO 820 200 15 3570 3000 818 201018CV 00001479 00001472 2020590128 042410A
000260594 201018LO 821 200 15 3535 3000 818 201018CV 00001479 00001472 2020590128 042410A
000260594 201018LO 822 200 15 3540 3000 818 201018CV 00001477 00001472 2020590128 042410A
000260594 201018LO 823 200 15 3560 3000 818 201018CV 00001477 00001472 2020590128 042410A
000260594 201018LO 824 200 15 3545 3000 818 201018CV 00001477 00001472 2020590128 042410A
000260594 201018LO 825 200 15 3545 3000 818 201018CV 00001477 00001472 2020590128 042410A
000260594 201018LO 826 200 15 3525 3000 818 201018CV 00001477 00001472 2020590128 042410A
000260594 201018LO 827 200 15 3500 3000 818 201018CV 00001485 00001482 2020590128 042410A
000260594 201018LO 828 200 15 3520 3000 818 201018CV 00001485 00001482 2020590128 042410A
000260594 201018LO 829 200 15 3505 3000 818 201018CV 00001485 00001482 2020590128 042410A
000260594 201018LO 830 200 15 3510 3000 818 201018CV 00001485 00001482 2020590128 042410A
000260594 201018LO 831 200 15 3525 3000 831 201018CV 00001485 00001482 2020590128 042410A
000260594 201018LO 832 200 15 3470 3000 831 201018CV 00001484 00001482 2020590128 042410A
000260594 201018LO 833 200 15 2490 3000 831 201018CV 00001484 00001482 2020590128 042410A
000260594 201018LO 834 200 15 3510 3000 831 201018CV 00001484 00001482 2020590128 042410B
000260594 201018LO 835 200 15 3530 3000 831 201018CV 00001484 00001482 2020662102 042410B
000260594 201018LO 836 200 15 3545 3000 831 201018CV 00001484 00001482 2020662102 042410B
000260594 201018LO 837 200 15 3530 3000 831 201018CV 00001478 00001472 2020662102 042410B
000260594 201018LO 838 200 15 3515 3000 831 201018CV 00001478 00001472 2020662102 042410B
000260594 201018LO 839 200 15 3515 3000 831 201018CV 00001478 00001472 2020662102 042410B
000260594 201018LO 840 200 15 3310 3000 831 201018CV 00001478 00001472 2020662102 042410B
000260594 201018LO 841 200 15 3510 3000 831 201018CV 00001478 00001472 2020662102 042410B
000260594 201018LO 842 200 15 3485 3000 831 201017CV 00001464 00001460 2020662102 042410B
000260594 201018LO 843 200 15 3465 3000 831 201017CV 00001464 00001460 2020662102 042410B
000260594 201018LO 844 200 15 3475 3000 844 201017CV 00001464 00001460 2020662102 042410B
000260594 201018LO 845 200 15 3495 3000 844 201017CV 00001464 00001460 2020662102 042410B
000260594 201018LO 846 200 15 3465 3000 844 201017CV 00001464 00001460 2020662102 042410B
000260594 201018LO 847 200 15 3455 3000 844 201018CV 00001480 00001472 2020662102 042410B
000260594 201018LO 848 200 15 3545 3000 844 201018CV 00001480 00001472 2020662102 042410B
000260594 201018LO 849 200 15 3445 3000 844 201018CV 00001480 00001472 2020662102 042410B
000260594 201018LO 850 200 15 3475 3000 844 201018CV 00001480 00001472 2020662102 042410B
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201018LO 851 200 15 3500 3000 844 201018CV 00001480 00001472 2020662102 042410B
000260594 201018LO 852 200 15 3540 3000 844 201018CV 00001476 00001472 2020662102 042410B
000260594 201018LO 853 200 15 3485 3000 844 201018CV 00001476 00001472 2020662102 042410B
000260594 201018LO 854 200 15 3500 3000 844 201018CV 00001476 00001472 2020662102 042410B
000260594 201018LO 855 200 15 3490 3000 844 201018CV 00001476 00001472 2020688865 042410B
000260594 201018LO 856 200 15 3540 3000 844 201018CV 00001476 00001472 2020688865 042410B
000260594 201018LO 857 200 15 3485 3000 857 201018CV 00001482 00001482 2020688865 042410B
000260594 201018LO 858 200 15 3505 3000 857 201018CV 00001482 00001482 2020688865 042410B
000260594 201018LO 859 200 15 3510 3000 857 201018CV 00001482 00001482 2020688865 042410B
000260594 201018LO 860 200 15 3495 3000 857 201018CV 00001482 00001482 2020688865 042410B
000260594 201018LO 861 200 15 3475 3000 857 201018CV 00001482 00001482 2020688865 042410B
000260594 201018LO 862 200 15 3475 3000 857 201018CV 00001483 00001482 2020688865 042410B
000260594 201018LO 863 200 15 3480 3000 857 201018CV 00001483 00001482 2020688865 042410B
000260594 201018LO 864 200 15 3425 3000 857 201018CV 00001483 00001482 2020688865 042410C
000260594 201018LO 865 200 15 3405 3000 857 201018CV 00001483 00001482 2020688865 042410C
000260594 201018LO 866 200 15 3465 3000 857 201018CV 00001486 00001482 2020688865 042410C
000260594 201018LO 867 200 15 3390 3000 857 201018CV 00001486 00001482 2020688865 042410C
000260594 201018LO 868 200 15 3450 3000 857 201018CV 00001486 00001482 2020688865 042410C
000260594 201018LO 869 200 15 3465 3000 857 201018CV 00001486 00001482 2020688865 042410C
000260594 201018LO 870 200 15 3485 3000 870 201018CV 00001486 00001482 2020688865 042410C
000260594 201018LO 871 200 15 3490 3000 870 201018CV 00001486 00001482 2020688865 042410C
000260594 201018LO 872 200 15 3465 3000 870 201018CV 00001481 00001472 2020596295 042410C
000260594 201018LO 873 200 15 3520 3000 870 201018CV 00001481 00001472 2020596295 042410C
000260594 201018LO 874 200 15 3510 3000 870 201018CV 00001481 00001472 2020596295 042410C
000260594 201018LO 875 200 15 3565 3000 870 201018CV 00001481 00001472 2020596295 042410C
000260594 201018LO 876 200 15 3570 3000 870 201018CV 00001475 00001472 2020596295 042410C
000260594 201018LO 877 200 15 3535 3000 870 201018CV 00001475 00001472 2020596295 042410C
000260594 201018LO 878 200 15 3465 3000 870 201018CV 00001475 00001472 2020596295 042410C
000260594 201018LO 879 200 15 3470 3000 870 201018CV 00001475 00001472 2020596295 042410C
000260594 201018LO 880 200 15 3465 3000 870 201018CV 00001475 00001472 2020596295 042410C
000260594 201018LO 881 200 15 3460 3000 870 201017CV 00001463 00001460 2020596295 042410C
000260594 201018LO 882 200 15 3495 3000 870 201017CV 00001463 00001460 2020596295 042410C
000260594 201018LO 883 200 15 3500 3000 883 201017CV 00001463 00001460 2020596295 042410C
000260594 201018LO 884 200 15 3505 3000 883 201017CV 00001463 00001460 2020596295 042410C
000260594 201018LO 885 200 15 3485 3000 883 201017CV 00001463 00001460 2020596295 042410C
000260594 201018LO 886 200 15 3470 3000 883 201018CV 00001474 00001472 2020596295 042410C
000260594 201018LO 887 200 15 3495 3000 883 201018CV 00001474 00001472 2020596295 042410C
000260594 201018LO 888 200 15 3495 3000 883 201018CV 00001474 00001472 2020596295 042410C
000260594 201018LO 889 200 15 3480 3000 883 201018CV 00001474 00001472 2020596295 042410C
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201018LO 890 200 15 3505 3000 883 201018CV 00001474 00001472 2020651195 042410C
000260594 201018LO 891 200 15 3490 3000 883 2020772990 2020651195 042410C
000260594 201018LO 892 200 15 3500 3000 883 2020772990 2020651195 042410C
000260594 201018LO 893 200 15 3480 3000 883 2020772990 2020651195 042410C
000260594 201018LO 894 200 15 3475 3000 883 2020772990 2020651195 042410C
000260594 201018LO 895 200 15 3485 3000 883 2020772990 2020651195 042410C
000260594 201018LO 896 200 15 3495 3000 896 2020801725 2020651195 042410C
000260594 201018LO 897 200 15 3500 3000 896 2020801725 2020651195 042410C
000260594 201018LO 898 200 15 3460 3000 896 2020801725 2020651195 042410C
000260594 201018LO 899 200 15 3475 3000 896 2020801725 2020651195 042410C
000260594 201018LO 900 200 15 3475 3000 896 2020801725 2020651195 042410D
000260594 201018LO 901 200 15 3465 3000 896 2020801728 2020651195 042410D
000260594 201018LO 902 200 15 3515 3000 896 2020801728 2020651195 042410D
000260594 201018LO 903 200 15 3480 3000 896 2020801728 2020651195 042410D
000260594 201018LO 904 200 15 3505 3000 896 2020801728 2020651195 042410D
000260594 201018LO 905 200 15 3540 3000 896 2020801728 2020651195 042410D
000260594 201018LO 906 200 15 3555 3000 896 2020801728 2020651195 042410D
000260594 201018LO 907 200 15 3550 3000 896 2020801727 2020651195 042410D
000260594 201018LO 908 200 15 3555 3000 896 2020801727 2020651195 042410D
000260594 201018LO 909 200 15 3580 3000 909 2020801727 2020606711 042410D
000260594 201018LO 910 200 15 3550 3000 909 2020801727 2020606711 042410D
000260594 201018LO 911 200 15 3560 3000 909 2020801727 2020606711 042410D
000260594 201018LO 912 200 15 3570 3000 909 2020816425 2020606711 042410D
000260594 201018LO 913 200 15 3580 3000 909 2020816425 2020606711 042410D
000260594 201018LO 914 200 15 3620 3000 909 2020816425 2020606711 042410D
000260594 201018LO 915 200 15 3625 3000 909 2020816425 2020606711 042410D
000260594 201018LO 916 200 15 3605 3000 909 2020816425 2020606711 042410D
000260594 201018LO 917 200 15 3635 3000 909 2020822247 2020606711 042410D
000260594 201018LO 918 200 15 3650 3000 909 2020822247 2020606711 042410D
000260594 201018LO 919 200 15 3630 3000 909 2020822247 2020606711 042410D
000260594 201018LO 920 200 15 3645 3000 909 2020822247 2020606711 042410D
000260594 201018LO 921 200 15 3645 3000 909 2020822247 2020606711 042410D
000260594 201018LO 922 200 15 3640 3000 922 2020801729 2020606711 042410D
000260594 201018LO 923 200 15 3620 3000 922 2020801729 2020606711 042410D
000260594 201018LO 924 200 15 3605 3000 922 2020801729 2020606711 042410D
000260594 201018LO 925 200 15 3635 3000 922 2020801729 2020606711 042410D
000260594 201018LO 926 200 15 3640 3000 922 2020801729 2020606711 042410D
000260594 201018LO 927 200 15 3635 3000 922 2020775703 2020606711 042410D
000260594 201018LO 928 200 15 3605 3000 922 2020775703 2020710526 042410D
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201018LO 929 200 15 3585 3000 922 2020775703 2020710526 042410D
000260594 201018LO 930 200 15 3650 3000 922 2020775703 2020710526 042410E
000260594 201018LO 931 200 15 3645 3000 922 2020775703 2020710526 042410E
000260594 201018LO 932 200 15 3665 3000 922 2020775703 2020710526 042410E
000260594 201018LO 933 200 15 3660 3000 922 2020801701 2020710526 042410E
000260594 201018LO 934 200 15 3670 3000 922 2020801701 2020710526 042410E
000260594 201018LO 935 200 15 3630 3000 935 2020801701 2020710526 042410E
000260594 201018LO 936 200 15 3645 3000 935 2020801701 2020710526 042410E
000260594 201018LO 937 200 15 3650 3000 935 2020801701 2020710526 042410E
000260594 201018LO 938 200 15 3650 3000 935 2020816428 2020710526 042410E
000260594 201018LO 939 200 15 3665 3000 935 2020816428 2020710526 042410E
000260594 201018LO 940 200 15 3645 3000 935 2020816428 2020710526 042410E
000260594 201018LO 941 200 15 3690 3000 935 2020816428 2020710526 042410E
000260594 201018LO 942 200 15 3670 3000 935 2020816428 2020710526 042410E
000260594 201018LO 943 200 15 3670 3000 935 2020816429 2020710526 042410E
000260594 201018LO 944 200 15 3775 3000 935 2020816429 2020710526 042410E
000260594 201018LO 945 200 15 3645 3000 935 2020816429 2020710526 042410E
000260594 201018LO 946 200 15 3670 3000 935 2020816429 2020618377 042410E
000260594 201018LO 947 200 15 3695 3000 935 2020816434 2020618377 042410E
000260594 201018LO 948 200 15 3650 3000 948 2020816434 2020618377 042410E
000260594 201018LO 949 200 15 3650 3000 948 2020816434 2020618377 042410E
000260594 201018LO 950 200 15 3640 3000 948 2020816434 2020618377 042410E
000260594 201018LO 951 200 15 3625 3000 948 2020816434 2020618377 042410E
000260594 201018LO 952 200 15 3645 3000 948 2020816434 2020618377 042410E
000260594 201018LO 953 200 15 3650 3000 948 2020816431 2020618377 042410E
000260594 201018LO 954 200 15 3645 3000 948 2020816431 2020618377 042410E
000260594 201018LO 955 200 15 3635 3000 948 2020816431 2020618377 042410E
000260594 201018LO 956 200 15 3625 3000 948 2020816431 2020618377 042410E
000260594 201018LO 957 200 15 3650 3000 948 2020816431 2020618377 042410E
000260594 201018LO 958 200 15 3660 3000 948 2020816426 2020618377 042410E
000260594 201018LO 959 200 15 3620 3000 948 2020816426 2020618377 042410E
000260594 201018LO 960 200 15 3600 3000 948 2020816426 2020618377 042610A
000260594 201018LO 961 200 15 3600 3000 961 2020816426 2020618377 042610A
000260594 201018LO 962 200 15 3590 3000 961 2020816426 2020618377 042610A
000260594 201018LO 963 200 15 3585 3000 961 2020816426 2020618377 042610A
000260594 201018LO 964 200 15 2575 3000 961 2020816433 2020618377 042610A
000260594 201018LO 965 200 15 3570 3000 961 2020816433 2020618377 042610A
000260594 201018LO 966 200 15 3565 3000 961 2020816433 2020618377 042610A
000260594 201018LO 967 200 15 3575 3000 961 2020816433 2020692373 042610A
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201018LO 968 200 15 3570 3000 961 2020816433 2020692373 042610A
000260594 201018LO 969 200 15 3690 3000 969 2020816432 2020692373 042610A
000260594 201018LO 970 200 15 3620 3000 969 2020816432 2020692373 042610A
000260594 201018LO 971 200 15 3585 3000 969 2020816432 2020692373 042610A
000260594 201018LO 972 200 15 3650 3000 969 2020816432 2020692373 042610A
000260594 201018LO 973 200 15 3640 3000 969 2020816432 2020692373 042610A
000260594 201018LO 974 200 15 3610 3000 969 201013CV 00001118 00001112 2020692373 042610A
000260594 201018LO 975 200 15 3615 3000 969 201013CV 00001118 00001112 2020692373 042610A
000260594 201018LO 976 200 15 3620 3000 969 201013CV 00001118 00001112 2020692373 042610A
000260594 201018LO 977 200 15 3595 3000 969 201013CV 00001118 00001112 2020692373 042610A
000260594 201018LO 978 200 15 3615 3000 969 201013CV 00001118 00001112 2020692373 042610A
000260594 201018LO 979 200 15 3600 3000 969 201013CV 00001118 00001112 2020692373 042610A
000260594 201018LO 980 200 15 3610 3000 969 201013CV 00001118 00001112 2020692373 042610A
Total sq ft:600000 Total Number of Rolls Certified: 200

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 000260594 have been tested in our production facility lab.
Product Lot # Tested Roll # Tested Mass Area Grab Strength Peel Strength 6496
ASTM Test Method:D 5993 D 6768 D 6496
Required Value:0.75 lb /sq ft Min 30 lbs/in MARV 3.5 lbs/in Min
LO-BENTOMAT ST 201018LO 779 0.82 39.9 8.8
LO-BENTOMAT ST 201018LO 792 0.89 39.9 7.0
LO-BENTOMAT ST 201018LO 805 0.86 39.9 7.6
LO-BENTOMAT ST 201018LO 818 0.91 79.6 7.7
LO-BENTOMAT ST 201018LO 831 0.86 79.6 8.3
LO-BENTOMAT ST 201018LO 844 0.84 79.6 7.4
LO-BENTOMAT ST 201018LO 857 0.89 79.6 6.4
LO-BENTOMAT ST 201018LO 870 0.84 38.1 5.7
LO-BENTOMAT ST 201018LO 883 0.85 38.1 8.1
LO-BENTOMAT ST 201018LO 896 0.83 38.1 12.5
LO-BENTOMAT ST 201018LO 909 0.84 38.1 11.2
LO-BENTOMAT ST 201018LO 922 0.91 38.1 10.6
LO-BENTOMAT ST 201018LO 935 0.91 83.3 11.4
LO-BENTOMAT ST 201018LO 948 0.81 83.3 9.7
LO-BENTOMAT ST 201018LO 961 0.85 83.3 8.7
LO-BENTOMAT ST 201018LO 969 0.86 83.3 8.5

BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 000260594
has been tested by American Colloid Company and yielded the following test results.
Clay Lot #Moist Swell Fluid Loss
ASTM Test Method:D 2216 D 5890 D 5891
Required Value:12% Max 24 ml/2g Min 18 ml Max
042310B 8.80 27.00 14.20
042410A 9.60 25.00 14.80
042410B 9.60 26.00 14.80
042410C 9.60 26.00 14.80
042410D 10.40 26.00 14.80
042410E 10.00 26.00 14.80
042610A 10.00 27.00 15.20

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS

The GCL in certification package number 000260594 was manufactured with geotextiles which were tested with the following results.
Certifications from our suppliers are on file at our production facility.
An '*' or 'PT' indicates supplier certifications were unavailable prior to shipping so testing was performed at a CETCO lab.
BASE GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
PPX 82TEX 2020590128 3.5 150.9
PPX 82TEX 2020596295 3.4 151.9
PPX 82TEX 2020606711 3.5 157.8
PPX 82TEX 2020618377 3.5 170.0
PPX 82TEX 2020651195 3.4 146.8
PPX 82TEX 2020661949 3.5 168.1
PPX 82TEX 2020662102 3.5 168.1
PPX 82TEX 2020688861 3.3 160.0
PPX 82TEX 2020688865 3.3 160.0
PPX 82TEX 2020692373 3.5 185.9
PPX 82TEX 2020710526 3.5 171.5
COVER GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
PPX 650 2020772989 7.5 75.4
PPX 650 2020775701 8.0 85.9
PPX 650 2020801700 8.2 93.6
PPX 650 2020801721 7.8 83.9
PPX 650 2020816424 7.3 158.4
PPX 650 2020816427 7.3 158.4
PPX 650 2020816430 7.5 150.7
PPX 650 2020822246 7.5 155.6
CV-NON-WOVEN 00000942 6.8 35.3
CV-NON-WOVEN 00000991 7.2 33.7
CV-NON-WOVEN 00001022 7.1 33.2
CV-NON-WOVEN 00001112 6.8 27.2
CV-NON-WOVEN 00001143 6.6 29.9
CV-NON-WOVEN 00001153 6.7 37.5
CV-NON-WOVEN 00001172 6.6 30.2
CV-NON-WOVEN 00001460 6.9 33.2
CV-NON-WOVEN 00001472 6.6 37.8
CV-NON-WOVEN 00001482 6.6 36.4
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 6/8/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-04b to
02772-07b
Revision No.: Contractor Submittal No.: 02772-04b to
02772-07b
Specification Section(s): 02772 Date of Submittal Report: 6/3/10
Submittal Subject: GCL Certificates
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/8/10 06/08/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/03/10 32310019
Attention:
Jim Cox 
Regarding:
GCL Material Certs Submittal for 133 rolls
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/03/10 02772‐4 02770 GCL MQC Certificates
1 06/03/10 02772‐5 02770 GCL Roll Numbers and Identification
1 06/03/10 02772‐6 02770 GCL MQC Results and Test Methods
1 06/03/10 02772‐7 02770 GCL Cert GCL Meets Req'd Properties
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certs for  133 GCL rolls.
COPY TO:SIGNED:

American Enviromental Group
Suite 100
Richfield, OH 44286
[e-mail]

To Whom it May Concern:

Please find enclosed the MQA/MQC test data package for Geosynthetic Clay Liner shipments to
American Enviromental Group.

The enclosed data package includes results of all the MQC tests required by ASTM D5889, with the exception of
index flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once
per production lot (once per week), unless a higher frequency is required by the project specifications. Because
of the GCL's low permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity
results associated with this lot of material will be provided under separate cover as soon as they are available.

Although the index flux/hydraulic conductivity test results are not yet available, CETCO accepts responsibility for our
GCL should the index flux/hydraulic conductivity tests produce unacceptable results. If, upon delivery and prior to
installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO will
replace the nonconforming material at no charge.

Questions regarding this information should be directed to Chris Athanassopoulos,
Technical Support Engineer, at [phone].

Sincerely,
Roger B. Wilkerson
Quality Assurance Coordinator
CETCO Lovell Plant
Date: 5/28/2010
Purchase Order: 10019-3
ORDER NUMBER: 000260594

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBER: 000260594
PREPARED FOR: American Enviromental Group

CONTENTS:
z Product Certifications
z GCL Order packing list and MQA tracking form
z GCL manufacturing quality control test data
z Bentonite clay certification
z Raw material test results

PREPARED BY: Roger B. Wilkerson
Quality Assurance Coordinator
CETCO
P.O. Box 428
92 Hwy. 37
Lovell, WY 82431
Telephone: [phone] ext. 413
E-Mail: [e-mail]

PRODUCT CERTIFICATIONS

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBERS: 000260594
PREPARED FOR: American Enviromental Group

The GCL manufactured for the above-referenced order number(s) is certified to meet the values listed in the tables below:

GCL PROPERTY SPECIFICATIONS FOR BENTOMAT ST

SPECIALLY REQUESTED CERTIFIED PROPERTIES FOR THIS ORDER OF BENTOMAT ST
Bentonite property tests are performed at a bentonite processing facility before shipment to CETCO's production facility.
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. Upon request tensile and peel results can be reported per modified ASTM D 4632 using 4 inch grips.

NEEDLE DETECTION AND REMOVAL PROCEDURE

CETCO hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually
passed under a magnet for needle removal and then screened with a metal detection device. CETCO certifies Bentomat®
to be essentially free of broken needles and fragments of needles that would negatively effect the performance of the final product.

Roger B. Wilkerson
Quality Assurance Coordinator
Test Method Test Method Property Test Frequency Certified Value
ASTM D 5891Bentonite Fluid Loss 1 per 50 Tons 18 ml Max
ASTM D 5993Bentonite Mass/Area 40,000 sq ft (4000 sq m)0.75 lb /sq ft Min
ASTM D 5890Bentonite Swell Index 1 per 50 Tons 24 ml/2g Min
ASTM D 6768GCL Grab Strength 200,000 sq ft (20,000 sq m)30 lbs/in MARV
ASTM D 6243GCL Hydrated Internal Shear StrengthPeriodic 500 psf typ @ 200 psf normal load
ASTM D 5887GCL Hydraulic Conductivity Weekly 5.0E-9 cm/s Max
ASTM D 5887GCL Index Flux Weekly 1.0E-8 m3/m2/s Max
ASTM D 6496GCL Peel Strength 40,000 sq ft (4000 sq m)3.5 lbs/in Min
Test Method Test Method Property Requested Frequency Requested Value Requested Conditions
ASTM D 5887 GCL Hydraulic Conductivity 1 per 200,000SF 5x10^-9 Standard

GCL PACKING LIST AND MQA TRACKING FORM

Listing of finished and raw materials used to produce certification package number 000260594
GCL Geotextiles Clay
LO-BENTOMAT ST LO-N/W-WHITE-ST LO-WOVEN-ST LO-CG 50-ST
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201022LO 1638 200 15 3510 3000 1625 201021CV 00002020 00002020 WEA013730-03 051910C
000260594 201022LO 1639 200 15 3505 3000 1625 201021CV 00002020 00002020 WEA013730-03 051910C
000260594 201022LO 1640 200 15 3525 3000 1625 201021CV 00002020 00002020 WEA013730-03 051910C
000260594 201022LO 1641 200 15 3485 3000 1641 201020CV 00001856 00001855 WEA013730-03 051910C
000260594 201022LO 1642 200 15 3500 3000 1641 201020CV 00001856 00001855 WEA013730-03 051910C
000260594 201022LO 1643 200 15 3490 3000 1641 201020CV 00001856 00001855 WEA013730-03 051910C
000260594 201022LO 1644 200 15 3510 3000 1641 201020CV 00001856 00001855 WEA013730-03 051910C
000260594 201022LO 1645 200 15 3560 3000 1645 201020CV 00001856 00001855 WEA013730-03 052010A
000260594 201022LO 1646 200 15 3530 3000 1645 201021CV 00002019 00002010 WEA013730-03 052010A
000260594 201022LO 1647 200 15 3510 3000 1645 201021CV 00002019 00002010 WEA013730-03 052010A
000260594 201022LO 1648 200 15 3505 3000 1645 201021CV 00002019 00002010 WEA013730-03 052010A
000260594 201022LO 1649 200 15 3490 3000 1645 201021CV 00002019 00002010 WEA013730-03 052010A
000260594 201022LO 1650 200 15 3515 3000 1645 201021CV 00002019 00002010 WEA013730-03 052010A
000260594 201022LO 1651 200 15 3525 3000 1645 201019CV 00001655 00001653 WEA013730-03 052010A
000260594 201022LO 1652 200 15 3520 3000 1645 201019CV 00001655 00001653 WEA013730-03 052010A
000260594 201022LO 1653 200 15 3495 3000 1645 201019CV 00001655 00001653 WEA013730-03 052010A
000260594 201022LO 1654 200 15 3545 3000 1645 201019CV 00001655 00001653 WEA013730-03 052010A
000260594 201022LO 1655 200 15 3560 3000 1645 201019CV 00001683 00001677 WEA013730-03 052010A
000260594 201022LO 1656 200 15 3575 3000 1645 201019CV 00001683 00001677 WEA013730-03 052010A
000260594 201022LO 1657 200 15 3570 3000 1645 201019CV 00001683 00001677 WEA013730-03 052010A
000260594 201022LO 1658 200 15 3565 3000 1658 201019CV 00001683 00001677 WEA013730-03 052010A
000260594 201022LO 1659 200 15 3580 3000 1658 201019CV 00001683 00001677 WEA013730-03 052010A
000260594 201022LO 1660 200 15 3565 3000 1658 201019CV 00001778 00001774 WEA013730-03 052010A
000260594 201022LO 1661 200 15 3530 3000 1658 201019CV 00001778 00001774 WEA013730-03 052010A
000260594 201022LO 1662 200 15 3525 3000 1658 201019CV 00001778 00001774 WEA013730-03 052010A
000260594 201022LO 1663 200 15 3510 3000 1658 201019CV 00001778 00001774 WEA013730-03 052010A
000260594 201022LO 1664 200 15 3490 3000 1658 201019CV 00001778 00001774 WEA013730-03 052010A
000260594 201022LO 1666 200 15 3475 3000 1658 201019CV 00001700 00001698 WEA013730-03 052010A
000260594 201022LO 1667 200 15 3470 3000 1658 201019CV 00001700 00001698 WEA013730-03 052010A
000260594 201022LO 1668 200 15 3465 3000 1658 201019CV 00001700 00001698 WEA013730-03 052010A
000260594 201022LO 1669 200 15 3490 3000 1658 201019CV 00001700 00001698 WEA013730-03 052010A
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201022LO 1670 200 15 3455 3000 1658 201020CV 00001961 00001958 WEA013730-03 052010A
000260594 201022LO 1671 200 15 3470 3000 1671 201020CV 00001961 00001958 WEA013730-03 052010A
000260594 201022LO 1672 200 15 3455 3000 1671 201020CV 00001961 00001958 WEA013666-07 052010A
000260594 201022LO 1673 200 15 3475 3000 1671 201020CV 00001961 00001958 WEA013666-07 052010A
000260594 201022LO 1674 200 15 3460 3000 1671 201020CV 00001961 00001958 WEA013666-07 052010A
000260594 201022LO 1675 200 15 3455 3000 1671 2020905452 WEA013666-07 052010B
000260594 201022LO 1676 200 15 3490 3000 1671 2020905452 WEA013666-07 052010B
000260594 201022LO 1677 200 15 3505 3000 1671 2020905452 WEA013666-07 052010B
000260594 201022LO 1678 200 15 3500 3000 1671 2020905452 WEA013666-07 052010B
000260594 201022LO 1679 200 15 3475 3000 1671 2020905452 WEA013666-07 052010B
000260594 201022LO 1680 200 15 3500 3000 1671 2020905506 WEA013666-07 052010B
000260594 201022LO 1681 200 15 3485 3000 1671 2020905506 WEA013666-07 052010B
000260594 201022LO 1682 200 15 3470 3000 1671 2020905506 WEA013666-07 052010B
000260594 201022LO 1683 200 15 3475 3000 1671 2020905506 WEA013666-07 052010B
000260594 201022LO 1684 200 15 3505 3000 1684 2020905506 WEA013666-07 052010B
000260594 201022LO 1685 200 15 3670 3000 1684 2020905506 WEA013666-07 052010B
000260594 201022LO 1686 200 15 3510 3000 1684 2020904697 WEA013666-07 052010B
000260594 201022LO 1687 200 15 3520 3000 1684 2020904697 WEA013666-07 052010B
000260594 201022LO 1688 200 15 3495 3000 1684 2020904697 WEA013666-07 052010B
000260594 201022LO 1689 200 15 3510 3000 1684 2020904697 WEA013666-07 052010B
000260594 201022LO 1690 200 15 3500 3000 1684 2020904697 WEA013666-07 052010B
000260594 201022LO 1691 200 15 3525 3000 1684 2020905453 WEA013351-11 052010B
000260594 201022LO 1692 200 15 3480 3000 1684 2020905453 WEA013351-11 052010B
000260594 201022LO 1693 200 15 3490 3000 1684 2020905453 WEA013351-11 052010B
000260594 201022LO 1694 200 15 3475 3000 1684 2020905453 WEA013351-11 052010B
000260594 201022LO 1695 200 15 3470 3000 1684 2020905453 WEA013351-11 052010B
000260594 201022LO 1696 200 15 3465 3000 1684 2020904698 WEA013351-11 052010B
000260594 201022LO 1697 200 15 3490 3000 1697 2020904698 WEA013351-11 052010B
000260594 201022LO 1698 200 15 3480 3000 1697 2020904698 WEA013351-11 052010B
000260594 201022LO 1699 200 15 3435 3000 1697 2020904698 WEA013351-11 052010B
000260594 201022LO 1700 200 15 3450 3000 1697 2020904698 WEA013351-11 052010B
000260594 201022LO 1701 200 15 3420 3000 1697 2020905451 WEA013351-11 052010B
000260594 201022LO 1702 200 15 3485 3000 1697 2020905451 WEA013351-11 052010B
000260594 201022LO 1703 200 15 3475 3000 1697 2020905451 WEA013351-11 052010B
000260594 201022LO 1704 200 15 3460 3000 1697 2020905451 WEA013351-11 052010B
000260594 201022LO 1705 200 15 3455 3000 1697 2020905451 WEA013351-11 052010C
000260594 201022LO 1706 200 15 3440 3000 1697 2020907790 WEA013351-11 052010C
000260594 201022LO 1707 200 15 3450 3000 1697 2020907790 WEA013351-11 052010C
000260594 201022LO 1708 200 15 3425 3000 1697 2020907790 WEA013351-11 052010C
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201022LO 1709 200 15 3455 3000 1697 2020907790 WEA013351-11 052010C
000260594 201022LO 1710 200 15 3490 3000 1710 2020907790 WEA013666-08 052010C
000260594 201022LO 1711 200 15 3455 3000 1710 2020904671 WEA013666-08 052010C
000260594 201022LO 1712 200 15 3460 3000 1710 2020904671 WEA013666-08 052010C
000260594 201022LO 1713 200 15 3485 3000 1710 2020904671 WEA013666-08 052010C
000260594 201022LO 1714 200 15 3480 3000 1710 2020904671 WEA013666-08 052010C
000260594 201022LO 1715 200 15 3450 3000 1710 2020904671 WEA013666-08 052010C
000260594 201022LO 1716 200 15 3425 3000 1710 2020904671 WEA013666-08 052010C
000260594 201022LO 1717 200 15 3470 3000 1710 2020907791 WEA013666-08 052010C
000260594 201022LO 1718 200 15 3465 3000 1710 2020907791 WEA013666-08 052010C
000260594 201022LO 1719 200 15 3510 3000 1710 2020907791 WEA013666-08 052010C
000260594 201022LO 1720 200 15 3495 3000 1710 2020907791 WEA013666-08 052010C
000260594 201022LO 1721 200 15 3470 3000 1710 2020907791 WEA013666-08 052010C
000260594 201022LO 1722 200 15 3505 3000 1710 2020905457 WEA013666-08 052010C
000260594 201022LO 1723 200 15 3490 3000 1723 2020905457 WEA013666-08 052010C
000260594 201022LO 1724 200 15 3445 3000 1723 2020905457 WEA013666-08 052010C
000260594 201022LO 1725 200 15 3420 3000 1723 2020905457 WEA013666-08 052010C
000260594 201022LO 1726 200 15 3465 3000 1723 2020905457 WEA013666-08 052010C
000260594 201022LO 1727 200 15 3480 3000 1723 2020905458 WEA013666-08 052010C
000260594 201022LO 1728 200 15 3500 3000 1723 2020905458 WEA013666-08 052010C
000260594 201022LO 1729 200 15 3480 3000 1723 2020905458 WEA013666-08 052010C
000260594 201022LO 1730 200 15 3495 3000 1730 2020905458 WEA013363-09 052110A
000260594 201022LO 1731 200 15 3475 3000 1730 2020905458 WEA013363-09 052110A
000260594 201022LO 1732 200 15 3480 3000 1730 2020905456 WEA013363-09 052110A
000260594 201022LO 1733 200 15 3515 3000 1730 2020905456 WEA013363-09 052110A
000260594 201022LO 1734 200 15 3570 3000 1730 2020905456 WEA013363-09 052110A
000260594 201022LO 1735 200 15 3615 3000 1730 2020905456 WEA013363-09 052110A
000260594 201022LO 1736 200 15 3650 3000 1730 2020905456 WEA013363-09 052110A
000260594 201022LO 1737 200 15 3635 3000 1730 2020904673 WEA013363-09 052110A
000260594 201022LO 1738 200 15 3640 3000 1730 2020904673 WEA013363-09 052110A
000260594 201022LO 1739 200 15 3655 3000 1730 2020904673 WEA013363-09 052110A
000260594 201022LO 1740 200 15 3620 3000 1730 2020904673 WEA013363-09 052110A
000260594 201022LO 1741 200 15 3670 3000 1730 2020904673 WEA013363-09 052110A
000260594 201022LO 1742 200 15 3615 3000 1730 2020904673 WEA013363-09 052110A
000260594 201022LO 1743 200 15 3600 3000 1743 2020905459 WEA013363-09 052110A
000260594 201022LO 1744 200 15 3595 3000 1743 2020905459 WEA013363-09 052110A
000260594 201022LO 1745 200 15 3550 3000 1743 2020905459 WEA013363-09 052110A
000260594 201022LO 1746 200 15 3485 3000 1743 2020905459 WEA013363-09 052110A
000260594 201022LO 1747 200 15 3470 3000 1743 2020905459 WEA013363-09 052110A
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201022LO 1748 200 15 3535 3000 1743 2020905450 WEA013666-01 052110A
000260594 201022LO 1749 200 15 3505 3000 1743 2020905450 WEA013666-01 052110A
000260594 201022LO 1750 200 15 3520 3000 1743 2020905450 WEA013666-01 052110A
000260594 201022LO 1751 200 15 3475 3000 1743 2020905450 WEA013666-01 052110A
000260594 201022LO 1752 200 15 3450 3000 1743 2020905450 WEA013666-01 052110A
000260594 201022LO 1753 200 15 3415 3000 1743 2020905455 WEA013666-01 052110A
000260594 201022LO 1754 200 15 3400 3000 1743 2020905455 WEA013666-01 052110A
000260594 201022LO 1755 200 15 3435 3000 1743 2020905455 WEA013666-01 052110A
000260594 201022LO 1756 200 15 3420 3000 1756 2020905455 WEA013666-01 052110A
000260594 201022LO 1757 200 15 3405 3000 1756 2020905455 WEA013666-01 052110A
000260594 201022LO 1758 200 15 3390 3000 1756 201021CV 00001976 00001976 WEA013666-01 052110A
000260594 201022LO 1759 200 15 3415 3000 1756 201021CV 00001976 00001976 WEA013666-01 052110A
000260594 201022LO 1760 200 15 3420 3000 1756 201021CV 00001976 00001976 WEA013666-01 052110B
000260594 201022LO 1761 200 15 3395 3000 1756 201021CV 00001976 00001976 WEA013666-01 052110B
000260594 201022LO 1762 200 15 3380 3000 1756 201021CV 00001976 00001976 WEA013666-01 052110B
000260594 201022LO 1763 200 15 3405 3000 1756 201021CV 00002029 00002020 WEA013666-01 052110B
000260594 201022LO 1764 200 15 3385 3000 1756 201021CV 00002029 00002020 WEA013666-01 052110B
000260594 201022LO 1765 200 15 3405 3000 1756 201021CV 00002029 00002020 WEA013666-01 052110B
000260594 201022LO 1766 200 15 3400 3000 1756 201021CV 00002029 00002020 WEA013666-01 052110B
000260594 201022LO 1767 200 15 3380 3000 1756 201021CV 00002029 00002020 WEA013666-01 052110B
000260594 201022LO 1768 200 15 3420 3000 1756 201022CV 00002146 00002140 WEA013363-07 052110B
000260594 201022LO 1769 200 15 3430 3000 1769 201022CV 00002146 00002140 WEA013363-07 052110B
000260594 201022LO 1770 200 15 3445 3000 1769 201022CV 00002146 00002140 WEA013363-07 052110B
000260594 201022LO 1771 200 15 3415 3000 1769 201022CV 00002146 00002140 WEA013363-07 052110B
Total sq ft:399000 Total Number of Rolls Certified: 133

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 000260594 have been tested in our production facility lab.
Product Lot # Tested Roll # Tested Mass Area Grab Strength Peel Strength 6496
ASTM Test Method:D 5993 D 6768 D 6496
Required Value:0.75 lb /sq ft Min 30 lbs/in MARV 3.5 lbs/in Min
LO-BENTOMAT ST 201022LO 1625 0.84 36.9 7.7
LO-BENTOMAT ST 201022LO 1641 0.87 36.9 8.7
LO-BENTOMAT ST 201022LO 1645 0.88 36.9 7.4
LO-BENTOMAT ST 201022LO 1658 0.90 86.8 6.7
LO-BENTOMAT ST 201022LO 1671 0.85 86.8 5.8
LO-BENTOMAT ST 201022LO 1684 0.84 86.8 8.5
LO-BENTOMAT ST 201022LO 1697 0.84 86.8 8.3
LO-BENTOMAT ST 201022LO 1710 0.84 86.8 7.8
LO-BENTOMAT ST 201022LO 1723 0.86 103.9 9.1
LO-BENTOMAT ST 201022LO 1730 0.91 103.9 5.1
LO-BENTOMAT ST 201022LO 1743 1.01 103.9 5.5
LO-BENTOMAT ST 201022LO 1756 0.87 103.9 5.0
LO-BENTOMAT ST 201022LO 1769 0.84 103.9 5.6

BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 000260594
has been tested by American Colloid Company and yielded the following test results.
Clay Lot #Moist Swell Fluid Loss
ASTM Test Method:D 2216 D 5890 D 5891
Required Value:12% Max 24 ml/2g Min 18 ml Max
051910C 10.80 25.00 14.20
052010A 9.60 26.00 16.00
052010B 10.00 27.00 16.00
052010C 10.00 26.00 14.00
052110A 10.80 26.00 16.00
052110B 10.00 25.00 16.00

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS

The GCL in certification package number 000260594 was manufactured with geotextiles which were tested with the following results.
Certifications from our suppliers are on file at our production facility.
An '*' or 'PT' indicates supplier certifications were unavailable prior to shipping so testing was performed at a CETCO lab.
BASE GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
MATTEX WEA013351-11 3.5 176.9
MATTEX WEA013351-9 3.5 179.0
MATTEX WEA013363-9 3.5 182.3
MATTEX WEA013666-9 3.5 193.1
COVER GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
PPX 650 2020904671 6.5 149.9
PPX 650 2020904673 6.5 149.9
PPX 650 2020904697 7.6 196.2
PPX 650 2020904698 7.6 196.2
PPX 650 2020905450 7.2 146.3
PPX 650 2020905451 7.2 146.3
PPX 650 2020905452 7.2 146.3
PPX 650 2020905453 7.2 146.3
PPX 650 2020905455 7.2 146.3
PPX 650 2020905456 7.2 146.3
PPX 650 2020905457 7.2 146.3
PPX 650 2020905458 7.2 146.3
PPX 650 2020905459 7.0 151.0
PPX 650 2020905506 8.0 174.6
PPX 650 2020907790 8.1 124.9
PPX 650 2020907791 8.1 124.9
CV-NON-WOVEN 00001653 6.0 29.6
CV-NON-WOVEN 00001677 6.9 41.9
CV-NON-WOVEN 00001698 7.0 36.0
CV-NON-WOVEN 00001774 6.9 27.8
CV-NON-WOVEN 00001855 6.4 36.7
CV-NON-WOVEN 00001958 7.0 45.1
CV-NON-WOVEN 00001976 6.2 38.5
CV-NON-WOVEN 00002010 6.6 53.1
CV-NON-WOVEN 00002020 7.0 62.9
CV-NON-WOVEN 00002140 6.8 45.2
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 6/17/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-04c to
02772-07c
Revision No.: Contractor Submittal No.: 02772-04c to
02772-07c
Specification Section(s): 02772 Date of Submittal Report: 6/14/10
Submittal Subject: GCL Certificates
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/21/10 06/21/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/15/10 32310019
Attention:
Jim Cox 
Regarding:
Roll certifications for 66 rolls of GCL
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Roll Certifications
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/15/10 02772‐4 02772 GCL MQC Certificates
1 06/15/10 02772‐5 02772 GCL Roll Indentification
1 06/15/10 02772‐6 02772 GCL MQC Results and Test Methods
1 06/15/10 02772‐7 02772 GCL Certifications
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are the certs on the next 66 rolls of GCL.
COPY TO:SIGNED:

American Enviromental Group
Suite 100
Richfield, OH 44286
[e-mail]

To Whom it May Concern:

Please find enclosed the MQA/MQC test data package for Geosynthetic Clay Liner shipments to
American Enviromental Group.

The enclosed data package includes results of all the MQC tests required by ASTM D5889, with the exception of
index flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once
per production lot (once per week), unless a higher frequency is required by the project specifications. Because
of the GCL's low permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity
results associated with this lot of material will be provided under separate cover as soon as they are available.

Although the index flux/hydraulic conductivity test results are not yet available, CETCO accepts responsibility for our
GCL should the index flux/hydraulic conductivity tests produce unacceptable results. If, upon delivery and prior to
installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO will
replace the nonconforming material at no charge.

Questions regarding this information should be directed to Chris Athanassopoulos,
Technical Support Engineer, at [phone].

Sincerely,
Roger B. Wilkerson
Quality Assurance Coordinator
CETCO Lovell Plant
Date: 6/7/2010
Purchase Order: 10019-3
ORDER NUMBER: 000260594

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBER: 000260594
PREPARED FOR: American Enviromental Group

CONTENTS:
z Product Certifications
z GCL Order packing list and MQA tracking form
z GCL manufacturing quality control test data
z Bentonite clay certification
z Raw material test results

PREPARED BY: Roger B. Wilkerson
Quality Assurance Coordinator
CETCO
P.O. Box 428
92 Hwy. 37
Lovell, WY 82431
Telephone: [phone] ext. 413
E-Mail: [e-mail]

PRODUCT CERTIFICATIONS

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBERS: 000260594
PREPARED FOR: American Enviromental Group

The GCL manufactured for the above-referenced order number(s) is certified to meet the values listed in the tables below:

GCL PROPERTY SPECIFICATIONS FOR BENTOMAT ST

SPECIALLY REQUESTED CERTIFIED PROPERTIES FOR THIS ORDER OF BENTOMAT ST
Bentonite property tests are performed at a bentonite processing facility before shipment to CETCO's production facility.
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. Upon request tensile and peel results can be reported per modified ASTM D 4632 using 4 inch grips.

NEEDLE DETECTION AND REMOVAL PROCEDURE

CETCO hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually
passed under a magnet for needle removal and then screened with a metal detection device. CETCO certifies Bentomat®
to be essentially free of broken needles and fragments of needles that would negatively effect the performance of the final product.

Roger B. Wilkerson
Quality Assurance Coordinator
Test Method Test Method Property Test Frequency Certified Value
ASTM D 5891Bentonite Fluid Loss 1 per 50 Tons 18 ml Max
ASTM D 5993Bentonite Mass/Area 40,000 sq ft (4000 sq m)0.75 lb /sq ft Min
ASTM D 5890Bentonite Swell Index 1 per 50 Tons 24 ml/2g Min
ASTM D 6768GCL Grab Strength 200,000 sq ft (20,000 sq m)30 lbs/in MARV
ASTM D 6243GCL Hydrated Internal Shear StrengthPeriodic 500 psf typ @ 200 psf normal load
ASTM D 5887GCL Hydraulic Conductivity Weekly 5.0E-9 cm/s Max
ASTM D 5887GCL Index Flux Weekly 1.0E-8 m3/m2/s Max
ASTM D 6496GCL Peel Strength 40,000 sq ft (4000 sq m)3.5 lbs/in Min
Test Method Test Method Property Requested Frequency Requested Value Requested Conditions
ASTM D 5887 GCL Hydraulic Conductivity 1 per 200,000SF 5x10^-9 Standard

GCL PACKING LIST AND MQA TRACKING FORM

Listing of finished and raw materials used to produce certification package number 000260594
GCL Geotextiles Clay
LO-BENTOMAT ST LO-N/W-WHITE-ST LO-WOVEN-ST LO-CG 50-ST
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201023LO 1772 200 15 3565 3000 1772 2020905485 WEA013363-07 052110C
000260594 201023LO 1774 200 15 3530 3000 1772 2020905485 WEA013363-07 052110C
000260594 201023LO 1775 200 15 3515 3000 1772 2020905485 WEA013363-07 052110C
000260594 201023LO 1776 200 15 3575 3000 1772 2020905485 WEA013363-07 052110C
000260594 201023LO 1777 200 15 3620 3000 1772 2020905485 WEA013363-07 052110C
000260594 201023LO 1778 200 15 3630 3000 1772 2020905504 WEA013363-07 052110C
000260594 201023LO 1779 200 15 3610 3000 1772 2020905504 WEA013363-07 052110C
000260594 201023LO 1780 200 15 3625 3000 1772 2020905504 WEA013363-07 052110C
000260594 201023LO 1781 200 15 3570 3000 1772 2020905504 WEA013363-07 052110C
000260594 201023LO 1782 200 15 3565 3000 1772 2020905504 WEA013363-07 052110C
000260594 201023LO 1783 200 15 3515 3000 1772 2020905552 WEA013363-07 052110C
000260594 201023LO 1784 200 15 3555 3000 1772 2020905552 WEA013363-07 052110C
000260594 201023LO 1785 200 15 3550 3000 1785 2020905552 WEA013351-10 052110C
000260594 201023LO 1786 200 15 3510 3000 1785 2020905552 WEA013351-10 052110C
000260594 201023LO 1787 200 15 3535 3000 1785 2020905503 WEA013351-10 052110C
000260594 201023LO 1788 200 15 3560 3000 1785 2020905503 WEA013351-10 052110C
000260594 201023LO 1789 200 15 3570 3000 1785 2020905503 WEA013351-10 052110C
000260594 201023LO 1790 200 15 3545 3000 1785 2020905503 WEA013351-10 052110C
000260594 201023LO 1791 200 15 3525 3000 1785 2020905503 WEA013351-10 052110C
000260594 201023LO 1792 200 15 3565 3000 1785 2020905503 WEA013351-10 052110C
000260594 201023LO 1793 200 15 3540 3000 1785 2020905493 WEA013351-10 052110C
000260594 201023LO 1794 200 15 3530 3000 1785 2020905493 WEA013351-10 052110C
000260594 201023LO 1795 200 15 3505 3000 1785 2020905493 WEA013351-10 052110C
000260594 201023LO 1796 200 15 3500 3000 1785 2020905493 WEA013351-10 052110C
000260594 201023LO 1797 200 15 3510 3000 1785 2020905493 WEA013351-10 052110C
000260594 201023LO 1798 200 15 3520 3000 1798 2020905496 WEA013351-10 052110C
000260594 201023LO 1799 200 15 3495 3000 1798 2020905496 WEA013351-10 052110C
000260594 201023LO 1800 200 15 3485 3000 1798 2020905496 WEA013351-10 052110C
000260594 201023LO 1801 200 15 3505 3000 1798 2020905496 WEA013351-10 052110C
000260594 201023LO 1802 200 15 3470 3000 1798 2020905496 WEA013351-10 052210A
000260594 201023LO 1803 200 15 3445 3000 1798 2020905556 WEA013351-10 052210A
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201023LO 1804 200 15 3460 3000 1798 2020905556 WEA013666-03 052210A
000260594 201023LO 1805 200 15 3490 3000 1798 2020905556 WEA013666-03 052210A
000260594 201023LO 1806 200 15 3500 3000 1798 2020905556 WEA013666-03 052210A
000260594 201023LO 1807 200 15 3440 3000 1798 2020905556 WEA013666-03 052210A
000260594 201023LO 1808 200 15 3525 3000 1798 2020905562 WEA013666-03 052210A
000260594 201023LO 1809 200 15 3515 3000 1798 2020905562 WEA013666-03 052210A
000260594 201023LO 1810 200 15 3555 3000 1798 2020905562 WEA013666-03 052210A
000260594 201023LO 1811 200 15 3570 3000 1811 2020905562 WEA013666-03 052210A
000260594 201023LO 1812 200 15 3520 3000 1811 2020905562 WEA013666-03 052210A
000260594 201023LO 1813 200 15 3510 3000 1811 2020905558 WEA013666-03 052210A
000260594 201023LO 1814 200 15 3525 3000 1811 2020905558 WEA013666-03 052210A
000260594 201023LO 1815 200 15 3485 3000 1811 2020905558 WEA013666-03 052210A
000260594 201023LO 1816 200 15 3480 3000 1811 2020905558 WEA013666-03 052210A
000260594 201023LO 1817 200 15 3505 3000 1811 2020905558 WEA013666-03 052210A
000260594 201023LO 1818 200 15 3490 3000 1811 2020904686 WEA013666-03 052210A
000260594 201023LO 1819 200 15 3510 3000 1811 2020904686 WEA013666-03 052210A
000260594 201023LO 1820 200 15 3500 3000 1811 2020904686 WEA013666-03 052210A
000260594 201023LO 1821 200 15 3535 3000 1811 2020904686 WEA013666-03 052210A
000260594 201023LO 1822 200 15 3540 3000 1811 2020904686 WEA013666-03 052210A
000260594 201023LO 1823 200 15 3565 3000 1811 2020904676 WEA013730-01 052210A
000260594 201023LO 1824 200 15 3585 3000 1824 2020904676 WEA013730-01 052210A
000260594 201023LO 1825 200 15 3560 3000 1824 2020904676 WEA013730-01 052210A
000260594 201023LO 1826 200 15 3545 3000 1824 2020904676 WEA013730-01 052210A
000260594 201023LO 1827 200 15 3550 3000 1824 2020904676 WEA013730-01 052210A
000260594 201023LO 1828 200 15 3590 3000 1824 2020905516 WEA013730-01 052210A
000260594 201023LO 1829 200 15 3625 3000 1824 2020905516 WEA013730-01 052210A
000260594 201023LO 1830 200 15 3600 3000 1824 2020905516 WEA013730-01 052210A
000260594 201023LO 1831 200 15 3580 3000 1824 2020905516 WEA013730-01 052210A
000260594 201023LO 1832 200 15 3575 3000 1824 2020905516 WEA013730-01 052210B
000260594 201023LO 1833 200 15 3560 3000 1824 2020905516 WEA013730-01 052210B
000260594 201023LO 1834 200 15 3580 3000 1824 2020905523 WEA013730-01 052210B
000260594 201023LO 1835 200 15 3585 3000 1824 2020905523 WEA013730-01 052210B
000260594 201023LO 1836 200 15 3555 3000 1824 2020905523 WEA013730-01 052210B
000260594 201023LO 1838 200 15 3485 3000 1838 2020905509 2020746233 052410A
000260594 201023LO 1839 200 15 3470 3000 1838 2020905509 2020746233 052410A
Total sq ft:198000 Total Number of Rolls Certified: 66

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 000260594 have been tested in our production facility lab.

BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 000260594
has been tested by American Colloid Company and yielded the following test results.
Product Lot # Tested Roll # Tested Mass Area Grab Strength Peel Strength 6496
ASTM Test Method:D 5993 D 6768 D 6496
Required Value:0.75 lb /sq ft Min 30 lbs/in MARV 3.5 lbs/in Min
LO-BENTOMAT ST 201023LO 1772 0.88 106.1 7.1
LO-BENTOMAT ST 201023LO 1785 0.88 106.1 5.8
LO-BENTOMAT ST 201023LO 1798 0.83 106.1 6.5
LO-BENTOMAT ST 201023LO 1811 0.86 106.1 5.0
LO-BENTOMAT ST 201023LO 1824 0.85 106.1 3.9
LO-BENTOMAT ST 201023LO 1838 0.80 82.1 8.0
Clay Lot #Moist Swell Fluid Loss
ASTM Test Method:D 2216 D 5890 D 5891
Required Value:12% Max 24 ml/2g Min 18 ml Max
052110C 9.60 25.00 15.00
052210A 11.20 26.00 16.40
052210B 10.80 27.00 16.40
052410A 11.20 27.00 14.00

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS

The GCL in certification package number 000260594 was manufactured with geotextiles which were tested with the following results.
Certifications from our suppliers are on file at our production facility.
An '*' or 'PT' indicates supplier certifications were unavailable prior to shipping so testing was performed at a CETCO lab.
BASE GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
PPX 82TEX 2020746233 3.3 157.8
MATTEX WEA013351-10 3.5 176.9
MATTEX WEA013351-9 3.5 179.0
MATTEX WEA013363-9 3.5 182.3
MATTEX WEA013666-9 3.5 193.1
COVER GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
PPX 650 2020904676 6.5 146.8
PPX 650 2020904686 7.0 181.4
PPX 650 2020905485 7.7 159.5
PPX 650 2020905493 7.1 133.8
PPX 650 2020905496 7.3 168.0
PPX 650 2020905503 7.3 144.2
PPX 650 2020905504 8.0 174.6
PPX 650 2020905509 7.6 161.4
PPX 650 2020905516 7.3 136.4
PPX 650 2020905523 6.8 103.3
PPX 650 2020905552 7.4 124.4
PPX 650 2020905556 6.5 106.7
PPX 650 2020905558 6.5 106.7
PPX 650 2020905562 7.3 143.8
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 6/17/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-04d to
02772-07d
Revision No.: Contractor Submittal No.: 02772-04d to
02772-07d
Specification Section(s): 02772 Date of Submittal Report: 6/15/10
Submittal Subject: GCL Certificates
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/17/10 6/17/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/14/10 32310019
Attention:
Jim Cox 
Regarding:
Roll certifications for 181 rolls of GCL
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Roll Certifications
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/14/10 02772‐4 02772 GCL MQC Certificates
1 06/14/10 02772‐5 02772 GCL Roll Indentification
1 06/14/10 02772‐6 02772 GCL MQC Results and Test Methods
1 06/14/10 02772‐7 02772 GCL Certifications
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are the certs on the next 181 rolls of GCL.
COPY TO:SIGNED:

American Enviromental Group
Suite 100
Richfield, OH 44286
[e-mail]

To Whom it May Concern:

Please find enclosed the MQA/MQC test data package for Geosynthetic Clay Liner shipments to
American Enviromental Group.

The enclosed data package includes results of all the MQC tests required by ASTM D5889, with the exception of
index flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once
per production lot (once per week), unless a higher frequency is required by the project specifications. Because
of the GCL's low permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity
results associated with this lot of material will be provided under separate cover as soon as they are available.

Although the index flux/hydraulic conductivity test results are not yet available, CETCO accepts responsibility for our
GCL should the index flux/hydraulic conductivity tests produce unacceptable results. If, upon delivery and prior to
installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO will
replace the nonconforming material at no charge.

Questions regarding this information should be directed to Chris Athanassopoulos,
Technical Support Engineer, at [phone].

Sincerely,
Roger B. Wilkerson
Quality Assurance Coordinator
CETCO Lovell Plant
Date: 6/11/2010
Purchase Order: 10019-3
ORDER NUMBER: 000260594

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBER: 000260594
PREPARED FOR: American Enviromental Group

CONTENTS:
z Product Certifications
z GCL Order packing list and MQA tracking form
z GCL manufacturing quality control test data
z Bentonite clay certification
z Raw material test results

PREPARED BY: Roger B. Wilkerson
Quality Assurance Coordinator
CETCO
P.O. Box 428
92 Hwy. 37
Lovell, WY 82431
Telephone: [phone] ext. 413
E-Mail: [e-mail]

PRODUCT CERTIFICATIONS

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBERS: 000260594
PREPARED FOR: American Enviromental Group

The GCL manufactured for the above-referenced order number(s) is certified to meet the values listed in the tables below:

GCL PROPERTY SPECIFICATIONS FOR BENTOMAT ST

SPECIALLY REQUESTED CERTIFIED PROPERTIES FOR THIS ORDER OF BENTOMAT ST
Bentonite property tests are performed at a bentonite processing facility before shipment to CETCO's production facility.
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. Upon request tensile and peel results can be reported per modified ASTM D 4632 using 4 inch grips.

NEEDLE DETECTION AND REMOVAL PROCEDURE

CETCO hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually
passed under a magnet for needle removal and then screened with a metal detection device. CETCO certifies Bentomat®
to be essentially free of broken needles and fragments of needles that would negatively effect the performance of the final product.

Roger B. Wilkerson
Quality Assurance Coordinator
Test Method Test Method Property Test Frequency Certified Value
ASTM D 5891Bentonite Fluid Loss 1 per 50 Tons 18 ml Max
ASTM D 5993Bentonite Mass/Area 40,000 sq ft (4000 sq m)0.75 lb /sq ft Min
ASTM D 5890Bentonite Swell Index 1 per 50 Tons 24 ml/2g Min
ASTM D 6768GCL Grab Strength 200,000 sq ft (20,000 sq m)30 lbs/in MARV
ASTM D 6243GCL Hydrated Internal Shear StrengthPeriodic 500 psf typ @ 200 psf normal load
ASTM D 5887GCL Hydraulic Conductivity Weekly 5.0E-9 cm/s Max
ASTM D 5887GCL Index Flux Weekly 1.0E-8 m3/m2/s Max
ASTM D 6496GCL Peel Strength 40,000 sq ft (4000 sq m)3.5 lbs/in Min
Test Method Test Method Property Requested Frequency Requested Value Requested Conditions
ASTM D 5887 GCL Hydraulic Conductivity 1 per 200,000SF 5x10^-9 Standard

GCL PACKING LIST AND MQA TRACKING FORM

Listing of finished and raw materials used to produce certification package number 000260594
GCL Geotextiles Clay
LO-BENTOMAT ST LO-N/W-WHITE-ST LO-WOVEN-ST LO-CG 50-ST
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201024LO 1864 200 15 3690 3000 1852 2020905563 2020901943 060210B
000260594 201024LO 1865 200 15 3690 3000 1852 2020905563 2020901943 060210B
000260594 201024LO 1866 200 15 3685 3000 1852 2020905563 2020901943 060210B
000260594 201024LO 1867 200 15 3660 3000 1867 2020905563 2020901943 060210B
000260594 201024LO 1868 200 15 3650 3000 1867 2020933328 2020901943 060210B
000260594 201024LO 1869 200 15 3645 3000 1867 2020933328 2020901943 060210B
000260594 201024LO 1870 200 15 3655 3000 1867 2020933328 2020901943 060210B
000260594 201024LO 1871 200 15 3695 3000 1867 2020933328 2020901943 060210B
000260594 201024LO 1872 200 15 3640 3000 1867 2020933328 2020901943 060210B
000260594 201024LO 1873 200 15 3645 3000 1867 2020904688 2020901943 060210B
000260594 201024LO 1874 200 15 3660 3000 1867 2020904688 2020901943 060210B
000260594 201024LO 1875 200 15 3650 3000 1867 2020904688 2020901943 060210B
000260594 201024LO 1876 200 15 3660 3000 1867 2020904688 2020901943 060210B
000260594 201024LO 1877 200 15 3660 3000 1867 2020904688 2020901943 060210B
000260594 201024LO 1878 200 15 3645 3000 1867 2020904687 2020861498 060210B
000260594 201024LO 1879 200 15 3655 3000 1867 2020904687 2020861498 060210B
000260594 201024LO 1880 200 15 3670 3000 1880 2020904687 2020861498 060210B
000260594 201024LO 1881 200 15 3660 3000 1880 2020904687 2020861498 060210B
000260594 201024LO 1882 200 15 3640 3000 1880 2020904687 2020861498 060210C
000260594 201024LO 1883 200 15 3625 3000 1880 2020905469 2020861498 060210C
000260594 201024LO 1884 200 15 3605 3000 1880 2020905469 2020861498 060210C
000260594 201024LO 1885 200 15 3610 3000 1880 2020905469 2020861498 060210C
000260594 201024LO 1886 200 15 3630 3000 1880 2020905469 2020861498 060210C
000260594 201024LO 1887 200 15 3600 3000 1880 2020905469 2020861498 060210C
000260594 201024LO 1888 200 15 3620 3000 1880 2020904694 2020861498 060210C
000260594 201024LO 1889 200 15 3605 3000 1880 2020904694 2020861498 060210C
000260594 201024LO 1890 200 15 3630 3000 1880 2020904694 2020861498 060210C
000260594 201024LO 1891 200 15 3640 3000 1880 2020904694 2020861498 060210C
000260594 201024LO 1892 200 15 3605 3000 1880 2020904694 2020861498 060210C
000260594 201024LO 1893 200 15 3655 3000 1893 2020904685 2020861498 060210C
000260594 201024LO 1894 200 15 3625 3000 1893 2020904685 2020861498 060210C
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201024LO 1895 200 15 3595 3000 1893 2020904685 2020861498 060210C
000260594 201024LO 1896 200 15 3605 3000 1893 2020904685 2020861498 060210C
000260594 201024LO 1897 200 15 3630 3000 1893 2020904685 2020884890 060210C
000260594 201024LO 1898 200 15 3625 3000 1893 2020905479 2020884890 060210C
000260594 201024LO 1899 200 15 3655 3000 1893 2020905479 2020884890 060210C
000260594 201024LO 1900 200 15 3625 3000 1893 2020905479 2020884890 060210C
000260594 201024LO 1901 200 15 3625 3000 1893 2020905479 2020884890 060210C
000260594 201024LO 1902 200 15 3590 3000 1893 2020905479 2020884890 060210C
000260594 201024LO 1903 200 15 3645 3000 1893 2020905479 2020884890 060210C
000260594 201024LO 1904 200 15 3605 3000 1893 2020933296 2020884890 060210C
000260594 201024LO 1905 200 15 3615 3000 1893 2020933296 2020884890 060210C
000260594 201024LO 1906 200 15 3615 3000 1906 2020933296 2020884890 060210C
000260594 201024LO 1907 200 15 3620 3000 1906 2020933296 2020884890 060210C
000260594 201024LO 1908 200 15 3630 3000 1906 2020933296 2020884890 060210C
000260594 201024LO 1909 200 15 3645 3000 1906 2020905554 2020884890 060210C
000260594 201024LO 1910 200 15 3570 3000 1906 2020905554 2020884890 060210C
000260594 201024LO 1911 200 15 3620 3000 1906 2020905554 2020884890 060210C
000260594 201024LO 1912 200 15 3630 3000 1906 2020905554 2020884890 060210D
000260594 201024LO 1913 200 15 3675 3000 1906 2020905554 2020884890 060210D
000260594 201024LO 1914 200 15 3610 3000 1906 2020905553 2020884890 060210D
000260594 201024LO 1915 200 15 3730 3000 1906 2020905553 2020884890 060210D
000260594 201024LO 1916 200 15 3690 3000 1906 2020905553 2020905596 060210D
000260594 201024LO 1917 200 15 3735 3000 1906 2020905553 2020905596 060210D
000260594 201024LO 1918 200 15 3735 3000 1906 2020905553 2020905596 060210D
000260594 201024LO 1919 200 15 3725 3000 1919 2020905553 2020905596 060210D
000260594 201024LO 1920 200 15 3745 3000 1919 2020905551 2020905596 060210D
000260594 201024LO 1921 200 15 3705 3000 1919 2020905551 2020905596 060210D
000260594 201024LO 1922 200 15 3710 3000 1919 2020905551 2020905596 060210D
000260594 201024LO 1923 200 15 3705 3000 1919 2020905551 2020905596 060210D
000260594 201024LO 1924 200 15 3695 3000 1919 2020905551 2020905596 060210D
000260594 201024LO 1925 200 15 3670 3000 1919 2020905559 2020905596 060210D
000260594 201024LO 1926 200 15 3680 3000 1919 2020905559 2020905596 060210D
000260594 201024LO 1927 200 15 3665 3000 1919 2020905559 2020905596 060210D
000260594 201024LO 1928 200 15 3690 3000 1919 2020905559 2020905596 060210D
000260594 201024LO 1929 200 15 3700 3000 1919 2020905559 2020905596 060210D
000260594 201024LO 1930 200 15 3645 3000 1919 2020933337 2020905596 060210D
000260594 201024LO 1931 200 15 3665 3000 1919 2020933337 2020905596 060210D
000260594 201024LO 1932 200 15 3650 3000 1932 2020933337 2020905596 060210D
000260594 201024LO 1933 200 15 3685 3000 1932 2020933337 2020937141 060210D
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201024LO 1934 200 15 3690 3000 1932 2020933337 2020937141 060210D
000260594 201024LO 1935 200 15 3705 3000 1932 2020907777 2020937141 060210D
000260594 201024LO 1936 200 15 3670 3000 1932 2020907777 2020937141 060210D
000260594 201024LO 1937 200 15 3705 3000 1932 2020907777 2020937141 060210D
000260594 201024LO 1938 200 15 3705 3000 1932 2020907777 2020937141 060210D
000260594 201024LO 1939 200 15 3700 3000 1932 2020907777 2020937141 060210D
000260594 201024LO 1940 200 15 3665 3000 1932 2020933294 2020937141 060210D
000260594 201024LO 1941 200 15 3685 3000 1932 2020933294 2020937141 060210D
000260594 201024LO 1942 200 15 3680 3000 1932 2020933294 2020937141 060210E
000260594 201024LO 1943 200 15 3645 3000 1932 2020933294 2020937141 060210E
000260594 201024LO 1944 200 15 3665 3000 1932 2020933294 2020937141 060210E
000260594 201024LO 1945 200 15 3665 3000 1945 2020907778 2020937141 060210E
000260594 201024LO 1946 200 15 3660 3000 1945 2020907778 2020937141 060210E
000260594 201024LO 1947 200 15 3680 3000 1945 2020907778 2020937141 060210E
000260594 201024LO 1948 200 15 3670 3000 1945 2020907778 2020937141 060210E
000260594 201024LO 1949 200 15 3680 3000 1945 2020907778 2020937141 060210E
000260594 201024LO 1950 200 15 3670 3000 1945 2020907778 2020937141 060210E
000260594 201024LO 1951 200 15 3640 3000 1945 201022CV 00002148 00002140 2020937141 060210E
000260594 201024LO 1953 200 15 3650 3000 1945 201022CV 00002148 00002140 2020883229 060210E
000260594 201024LO 1954 200 15 3640 3000 1945 201022CV 00002148 00002140 2020883229 060210E
000260594 201024LO 1955 200 15 3680 3000 1945 201022CV 00002148 00002140 2020883229 060210E
000260594 201024LO 1956 200 15 3635 3000 1945 2020937166 2020883229 060210E
000260594 201024LO 1957 200 15 3675 3000 1945 2020937166 2020883229 060210E
000260594 201024LO 1958 200 15 3645 3000 1958 2020937166 2020883229 060210E
000260594 201024LO 1959 200 15 3665 3000 1958 2020937166 2020883229 060210E
000260594 201024LO 1960 200 15 3655 3000 1958 2020937166 2020883229 060210E
000260594 201024LO 1961 200 15 3680 3000 1958 2020933293 2020883229 060210E
000260594 201024LO 1962 200 15 3705 3000 1958 2020933293 2020883229 060210E
000260594 201024LO 1963 200 15 3780 3000 1958 2020933293 2020883229 060210E
000260594 201024LO 1964 200 15 3655 3000 1964 2020933293 2020883229 060210E
000260594 201024LO 1965 200 15 3650 3000 1964 2020905497 2020883229 060210E
000260594 201024LO 1967 200 15 3615 3000 1964 2020905497 2020883229 060210E
000260594 201024LO 1968 200 15 3675 3000 1964 2020905497 2020883229 060210E
000260594 201024LO 1969 200 15 3665 3000 1964 2020905500 2020883229 060210E
000260594 201024LO 1970 200 15 3645 3000 1964 2020905500 2020883229 060210E
000260594 201024LO 1971 200 15 3640 3000 1964 2020905500 2020883229 060210E
000260594 201024LO 1972 200 15 3635 3000 1964 2020905500 2020804821 060210E
000260594 201024LO 1973 200 15 3635 3000 1964 2020905500 2020804821 060210E
000260594 201024LO 1974 200 15 3755 3000 1974 2020933292 2020804821 060210F
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201024LO 1975 200 15 3710 3000 1974 2020933292 2020804821 060210F
000260594 201024LO 1976 200 15 3710 3000 1974 2020933292 2020804821 060210F
000260594 201024LO 1977 200 15 3705 3000 1974 2020933292 2020804821 060210F
000260594 201024LO 1978 200 15 3690 3000 1974 2020933292 2020804821 060210F
000260594 201024LO 1979 200 15 3680 3000 1974 2020907779 2020804821 060210F
000260594 201024LO 1980 200 15 3675 3000 1974 2020907779 2020804821 060210F
000260594 201024LO 1981 200 15 3660 3000 1974 2020907779 2020804821 060210F
000260594 201024LO 1982 200 15 3690 3000 1974 2020907779 2020804821 060210F
000260594 201024LO 1983 200 15 3705 3000 1974 2020907779 2020804821 060210F
000260594 201024LO 1984 200 15 3710 3000 1974 2020907779 2020804821 060210F
000260594 201024LO 1985 200 15 3735 3000 1974 201021CV 00001984 00001976 2020804821 060210F
000260594 201024LO 1986 200 15 3710 3000 1974 201021CV 00001984 00001976 2020804821 060210F
000260594 201024LO 1987 200 15 3700 3000 1987 201021CV 00001984 00001976 2020804821 060210F
000260594 201024LO 1988 200 15 3690 3000 1987 201021CV 00001984 00001976 2020804821 060210F
000260594 201024LO 1989 200 15 3690 3000 1987 201021CV 00001984 00001976 2020804821 060210F
000260594 201024LO 1990 200 15 3685 3000 1987 201021CV 00001984 00001976 2020804821 060210F
000260594 201024LO 1991 200 15 3700 3000 1987 201021CV 00001987 00001985 2020804821 060210F
000260594 201024LO 1992 200 15 3680 3000 1987 201021CV 00001987 00001985 2020804821 060210F
000260594 201024LO 1993 200 15 3680 3000 1987 201021CV 00001987 00001985 2020828575 060210F
000260594 201024LO 1994 200 15 3705 3000 1987 201021CV 00001987 00001985 2020828575 060210F
000260594 201024LO 1995 200 15 3710 3000 1987 201021CV 00001987 00001985 2020828575 060210F
000260594 201024LO 1996 200 15 3660 3000 1987 201021CV 00001982 00001976 2020828575 060210F
000260594 201024LO 1997 200 15 3670 3000 1987 201021CV 00001982 00001976 2020828575 060210F
000260594 201024LO 1998 200 15 3680 3000 1987 201021CV 00001982 00001976 2020828575 060210F
000260594 201024LO 1999 200 15 3670 3000 1987 201021CV 00001982 00001976 2020828575 060210F
000260594 201024LO 2000 200 15 3675 3000 2000 201021CV 00001982 00001976 2020828575 060210F
000260594 201024LO 2001 200 15 3655 3000 2000 201021CV 00002013 00002010 2020828575 060210F
000260594 201024LO 2002 200 15 3650 3000 2000 201021CV 00002013 00002010 2020828575 060210F
000260594 201024LO 2003 200 15 3645 3000 2000 201021CV 00002013 00002010 2020828575 060210F
000260594 201024LO 2004 200 15 3625 3000 2000 201021CV 00002013 00002010 2020828575 060310A
000260594 201024LO 2005 200 15 3625 3000 2000 201021CV 00002013 00002010 2020828575 060310A
000260594 201024LO 2006 200 15 3630 3000 2000 201021CV 00001988 00001985 2020828575 060310A
000260594 201024LO 2007 200 15 3665 3000 2000 201021CV 00001988 00001985 2020828575 060310A
000260594 201024LO 2008 200 15 3690 3000 2000 201021CV 00001988 00001985 2020828575 060310A
000260594 201024LO 2009 200 15 3670 3000 2000 201021CV 00001988 00001985 2020828575 060310A
000260594 201024LO 2010 200 15 3640 3000 2000 201021CV 00001988 00001985 2020828575 060310A
000260594 201024LO 2011 200 15 3650 3000 2000 201021CV 00001983 00001976 2020828575 060310A
000260594 201024LO 2012 200 15 3630 3000 2000 201021CV 00001983 00001976 2020828575 060310A
000260594 201024LO 2013 200 15 3645 3000 2013 201021CV 00001983 00001976 2020861493 060310A
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
000260594 201024LO 2014 200 15 3640 3000 2013 201021CV 00001983 00001976 2020861493 060310A
000260594 201024LO 2015 200 15 3670 3000 2013 201021CV 00001983 00001976 2020861493 060310A
000260594 201024LO 2016 200 15 3675 3000 2013 201021CV 00001977 00001976 2020861493 060310A
000260594 201024LO 2017 200 15 3640 3000 2013 201021CV 00001977 00001976 2020861493 060310A
000260594 201024LO 2018 200 15 3650 3000 2013 201021CV 00001977 00001976 2020861493 060310A
000260594 201024LO 2019 200 15 3655 3000 2013 201021CV 00001977 00001976 2020861493 060310A
000260594 201024LO 2020 200 15 3650 3000 2013 201021CV 00001977 00001976 2020861493 060310A
000260594 201024LO 2021 200 15 3590 3000 2013 201021CV 00002033 00002030 2020861493 060310A
000260594 201024LO 2022 200 15 3585 3000 2013 201021CV 00002033 00002030 2020861493 060310A
000260594 201024LO 2023 200 15 3590 3000 2013 201021CV 00002033 00002030 2020861493 060310A
000260594 201024LO 2024 200 15 3585 3000 2013 201021CV 00002033 00002030 2020861493 060310A
000260594 201024LO 2025 200 15 3565 3000 2013 201021CV 00002033 00002030 2020861493 060310A
000260594 201024LO 2026 200 15 3560 3000 2026 201021CV 00002030 00002030 2020861493 060310A
000260594 201024LO 2027 200 15 3550 3000 2026 201021CV 00002030 00002030 2020861493 060310A
000260594 201024LO 2028 200 15 3540 3000 2026 201021CV 00002030 00002030 2020861493 060310A
000260594 201024LO 2029 200 15 3530 3000 2026 201021CV 00002030 00002030 2020861493 060310A
000260594 201024LO 2030 200 15 3555 3000 2026 201021CV 00002030 00002030 2020861493 060310A
000260594 201024LO 2031 200 15 3550 3000 2026 201021CV 00002031 00002030 2020861493 060310A
000260594 201024LO 2032 200 15 3660 3000 2026 201021CV 00002031 00002030 2020710516 060310A
000260594 201024LO 2033 200 15 3755 3000 2026 201021CV 00002031 00002030 2020710516 060310A
000260594 201024LO 2034 200 15 3735 3000 2026 201021CV 00002031 00002030 2020710516 060310B
000260594 201024LO 2035 200 15 3730 3000 2026 201021CV 00002031 00002030 2020710516 060310B
000260594 201024LO 2036 200 15 3715 3000 2026 201021CV 00002031 00002030 2020710516 060310B
000260594 201024LO 2037 200 15 3710 3000 2026 201021CV 00002032 00002030 2020710516 060310B
000260594 201024LO 2038 200 15 3715 3000 2026 201021CV 00002032 00002030 2020710516 060310B
000260594 201024LO 2039 200 15 3710 3000 2039 201021CV 00002032 00002030 2020710516 060310B
000260594 201024LO 2040 200 15 3670 3000 2039 201021CV 00002032 00002030 2020710516 060310B
000260594 201024LO 2041 200 15 3665 3000 2039 201021CV 00002032 00002030 2020710516 060310B
000260594 201024LO 2042 200 15 3665 3000 2039 201020CV 00001973 00001968 2020710516 060310B
000260594 201024LO 2043 200 15 3675 3000 2039 201020CV 00001973 00001968 2020710516 060310B
000260594 201024LO 2044 200 15 3695 3000 2039 201020CV 00001973 00001968 2020710516 060310B
000260594 201024LO 2045 200 15 3680 3000 2039 201020CV 00001973 00001968 2020710516 060310B
000260594 201024LO 2046 200 15 3685 3000 2039 201020CV 00001973 00001968 2020710516 060310B
Total sq ft:543000 Total Number of Rolls Certified: 181

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 000260594 have been tested in our production facility lab.
Product Lot # Tested Roll # Tested Mass Area Grab Strength Peel Strength 6496
ASTM Test Method:D 5993 D 6768 D 6496
Required Value:0.75 lb /sq ft Min 30 lbs/in MARV 3.5 lbs/in Min
LO-BENTOMAT ST 201024LO 1852 0.91 54.5 7.0
LO-BENTOMAT ST 201024LO 1867 0.87 54.5 9.3
LO-BENTOMAT ST 201024LO 1880 0.85 54.5 8.7
LO-BENTOMAT ST 201024LO 1893 0.88 54.5 7.0
LO-BENTOMAT ST 201024LO 1906 0.83 77.5 7.5
LO-BENTOMAT ST 201024LO 1919 0.85 77.5 6.9
LO-BENTOMAT ST 201024LO 1932 0.84 77.5 6.4
LO-BENTOMAT ST 201024LO 1945 0.83 77.5 4.7
LO-BENTOMAT ST 201024LO 1958 0.93 77.5 7.1
LO-BENTOMAT ST 201024LO 1964 0.84 40.1 7.1
LO-BENTOMAT ST 201024LO 1974 0.81 40.1 8.6
LO-BENTOMAT ST 201024LO 1987 0.83 40.1 7.7
LO-BENTOMAT ST 201024LO 2000 0.85 40.1 6.9
LO-BENTOMAT ST 201024LO 2013 0.85 40.1 7.3
LO-BENTOMAT ST 201024LO 2026 0.88 75.4 7.2
LO-BENTOMAT ST 201024LO 2039 0.86 75.4 6.7

BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 000260594
has been tested by American Colloid Company and yielded the following test results.
Clay Lot #Moist Swell Fluid Loss
ASTM Test Method:D 2216 D 5890 D 5891
Required Value:12% Max 24 ml/2g Min 18 ml Max
060210B 11.60 24.00 16.40
060210C 10.40 24.00 14.40
060210D 11.20 25.00 14.40
060210E 10.80 25.00 15.60
060210F 10.80 26.00 15.80
060310A 11.20 29.00 16.40
060310B 10.80 28.00 16.40

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS

The GCL in certification package number 000260594 was manufactured with geotextiles which were tested with the following results.
Certifications from our suppliers are on file at our production facility.
BASE GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
PPX 82TEX 2020710516 5.9 156.6
PPX 82TEX 2020804821 4.2 144.2
PPX 82TEX 2020828575 4.8 148.1
PPX 82TEX 2020861493 3.4 172.5
PPX 82TEX 2020861498 3.4 172.5
PPX 82TEX 2020883229 3.5 174.1
PPX 82TEX 2020884890 3.4 165.2
PPX 82TEX 2020901943 4.2 175.9
PPX 82TEX 2020905596 3.4 187.5
PPX 82TEX 2020937141 3.3 203.6
COVER GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
PPX 650 2020904685 7.0 181.4
PPX 650 2020904687 7.0 181.4
PPX 650 2020904688 7.0 181.4
PPX 650 2020904694 7.6 196.2
PPX 650 2020905469 6.6 145.3
PPX 650 2020905479 7.5 155.3
PPX 650 2020905497 7.3 168.0
PPX 650 2020905500 7.3 144.2
PPX 650 2020905551 7.4 124.4
PPX 650 2020905553 7.4 124.4
PPX 650 2020905554 6.5 106.7
PPX 650 2020905559 7.3 143.8
PPX 650 2020905563 7.3 143.8
PPX 650 2020907777 6.8 98.6
PPX 650 2020907778 6.8 98.6
PPX 650 2020907779 6.8 98.6
PPX 650 2020933292 7.0 126.5
PPX 650 2020933293 7.0 126.5
PPX 650 2020933294 7.0 126.5
PPX 650 2020933296 7.0 126.5
PPX 650 2020933328 6.7 102.3
PPX 650 2020933337 6.8 121.2
PPX 650 2020937166 6.6 135.7
CV-NON-WOVEN 00001968 6.7 43.5
CV-NON-WOVEN 00001976 6.2 38.5
CV-NON-WOVEN 00001985 6.7 52.0
CV-NON-WOVEN 00002010 6.6 53.1
CV-NON-WOVEN 00002030 6.6 53.3
CV-NON-WOVEN 00002140 6.8 45.2
An '*' or 'PT' indicates supplier certifications were unavailable prior to shipping so testing was performed at a CETCO lab.
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 8/9/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-04E to
02772-07E
Revision No.: Contractor Submittal No.: 02772-04E to
02772-07E
Specification Section(s): 02772 Date of Submittal Report: 8/3/10
Submittal Subject: GCL Certificates
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

8/9/10 8/9/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

3600 Brecksville Rd, Suite 100 • Richfield, OH 44286 • Ph: 330-659-5930 • Fx: 330-659-5931

Sent via e-mail

August 3, 2010

Mr. Jim Cox
Geosyntec-Senior Construction Manager
10875 Rancho Bernardo Road, Ste. 200
San Diego, California 92127
Phone: [phone]
E-mail: [e-mail]

RE: White Mesa Mill Facility-Cell 4B Construction-Material Certifications

Dear Mr. Cox,

Here are the material certs and tentative shipping schedule for the first 12 GCL rolls.

If you need anything else do not hesitate to contact me.

Thank you in advance for your consideration.

Respectfully Yours,
Dwight Pattee

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
08/03/10 32310020
Attention:
Jim Cox 
Regarding:
GCL Material Certs Submittal for 12 rolls
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material certification test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 08/03/10 02772‐4 02770 GCL MQC Certificates
1 08/03/10 02772‐5 02770 GCL Roll Numbers and Identification
1 08/03/10 02772‐6 02770 GCL MQC Results and Test Methods
1 08/03/10 02772‐7 02770 GCL Cert GCL Meets Req'd Properties
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the certs for the first 12 GCL rolls.
COPY TO:SIGNED:
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Mr. Chris Athanassopoulos <= Same
CETCO
2870 Forbs Avenue
Hoffman Estates, IL 60192
email: [e-mail]
cc email: [e-mail]
Dear Mr. Athanassopoulos:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-85-04
Material(s) Tested:1 Bentomat ST GCL
Test(s) Requested:Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
www.GeosyntheticTesting.com
August 3, 2010
Richard S. Lacey, P.E.
Senior Engineer
Geosynthetic Services Division
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample ID: 3046
TRI Log #: E2337-85-04
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.5E-09 3.5E-09
Hydraulic Conductivity (cm/sec) 3.0E-09 3.0E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]

American Enviromental Group
Suite 100
Richfield, OH 44286
[e-mail]

To Whom it May Concern:

Please find enclosed the MQA/MQC test data package for Geosynthetic Clay Liner shipments to
American Enviromental Group.

The enclosed data package includes results of all the MQC tests required by ASTM D5889, with the exception of
index flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once
per production lot (once per week), unless a higher frequency is required by the project specifications. Because
of the GCL's low permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity
results associated with this lot of material will be provided under separate cover as soon as they are available.

Although the index flux/hydraulic conductivity test results are not yet available, CETCO accepts responsibility for our
GCL should the index flux/hydraulic conductivity tests produce unacceptable results. If, upon delivery and prior to
installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO will
replace the nonconforming material at no charge.

Questions regarding this information should be directed to Chris Athanassopoulos,
Technical Support Engineer, at [phone].

Sincerely,
Roger B. Wilkerson
Quality Assurance Coordinator
CETCO Lovell Plant
Date: 8/2/2010
Purchase Order: 10019-3
ORDER NUMBER: 026059453

GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBER: 026059453
PREPARED FOR: American Enviromental Group

CONTENTS:
z Product Certifications
z GCL Order packing list and MQA tracking form
z GCL manufacturing quality control test data
z Bentonite clay certification
z Raw material test results

PREPARED BY: Roger B. Wilkerson
Quality Assurance Coordinator
CETCO
P.O. Box 428
92 Hwy. 37
Lovell, WY 82431
Telephone: [phone] ext. 413
E-Mail: [e-mail]

PRODUCT CERTIFICATIONS

PROJECT NAME: Denison White Mesa Mill
CUSTOMER P.O.: 10019-3
ORDER NUMBERS: 026059453
PREPARED FOR: American Enviromental Group

The GCL manufactured for the above-referenced order number(s) is certified to meet the values listed in the tables below:

GCL PROPERTY SPECIFICATIONS FOR BENTOMAT ST

SPECIALLY REQUESTED CERTIFIED PROPERTIES FOR THIS ORDER OF BENTOMAT ST
Bentonite property tests are performed at a bentonite processing facility before shipment to CETCO's production facility.
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. Upon request tensile and peel results can be reported per modified ASTM D 4632 using 4 inch grips.

NEEDLE DETECTION AND REMOVAL PROCEDURE

CETCO hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually
passed under a magnet for needle removal and then screened with a metal detection device. CETCO certifies Bentomat®
to be essentially free of broken needles and fragments of needles that would negatively effect the performance of the final product.

Roger B. Wilkerson
Quality Assurance Coordinator
Test Method Test Method Property Test Frequency Certified Value
ASTM D 5891Bentonite Fluid Loss 1 per 50 Tons 18 ml Max
ASTM D 5993Bentonite Mass/Area 40,000 sq ft (4000 sq m)0.75 lb /sq ft Min
ASTM D 5890Bentonite Swell Index 1 per 50 Tons 24 ml/2g Min
ASTM D 6768GCL Grab Strength 200,000 sq ft (20,000 sq m)30 lbs/in MARV
ASTM D 6243GCL Hydrated Internal Shear StrengthPeriodic 500 psf typ @ 200 psf normal load
ASTM D 5887GCL Hydraulic Conductivity Weekly 5.0E-9 cm/s Max
ASTM D 5887GCL Index Flux Weekly 1.0E-8 m3/m2/s Max
ASTM D 6496GCL Peel Strength 40,000 sq ft (4000 sq m)3.5 lbs/in Min
Test Method Test Method Property Requested Frequency Requested Value Requested Conditions
ASTM D 5887 GCL Hydraulic Conductivity 1 per 200,000SF 5x10^-9 Standard

GCL PACKING LIST AND MQA TRACKING FORM

Listing of finished and raw materials used to produce certification package number 026059453
GCL Geotextiles Clay
LO-BENTOMAT ST LO-N/W-WHITE-ST LO-WOVEN-ST LO-CG 50-ST
Order GCL Lot #GCL Roll #Length Width weight sq ft Roll # Tested Cap Lot #Cap Roll #Roll # Tested Base Roll #Clay Lot #
026059453 201024LO 1993 200 15 3680 3000 1987 201021CV 00001987 00001985 2020828575 060210F
026059453 201024LO 2009 200 15 3670 3000 2000 201021CV 00001988 00001985 2020828575 060310A
026059453 201024LO 2010 200 15 3640 3000 2000 201021CV 00001988 00001985 2020828575 060310A
026059453 201024LO 2024 200 15 3585 3000 2013 201021CV 00002033 00002030 2020861493 060310A
026059453 201024LO 2025 200 15 3565 3000 2013 201021CV 00002033 00002030 2020861493 060310A
026059453 201024LO 2026 200 15 3560 3000 2026 201021CV 00002030 00002030 2020861493 060310A
026059453 201024LO 2030 200 15 3555 3000 2026 201021CV 00002030 00002030 2020861493 060310A
026059453 201031LO 3046 200 15 3560 3000 3046 072810ANWA 2020831495 072310B
026059453 201031LO 3047 200 15 3560 3000 3046 072810ANWA 2020831495 072310B
026059453 201031LO 3048 200 15 3580 3000 3046 072810ANWA 2020831495 072310B
026059453 201031LO 3049 200 15 3575 3000 3046 072810ANWA 2020831495 072310B
026059453 201031LO 3050 200 15 3575 3000 3046 072810ANWA 2020831495 072310B
Total sq ft:36000 Total Number of Rolls Certified: 12

GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 026059453 have been tested in our production facility lab.

BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 026059453
has been tested by American Colloid Company and yielded the following test results.
Product Lot # Tested Roll # Tested Mass Area Grab Strength Peel Strength 6496
ASTM Test Method:D 5993 D 6768 D 6496
Required Value:0.75 lb /sq ft Min 30 lbs/in MARV 3.5 lbs/in Min
LO-BENTOMAT ST 201024LO 1987 0.83 40.1 7.7
LO-BENTOMAT ST 201024LO 2000 0.85 40.1 6.9
LO-BENTOMAT ST 201024LO 2013 0.85 40.1 7.3
LO-BENTOMAT ST 201024LO 2026 0.88 75.4 7.2
LO-BENTOMAT ST 201031LO 3046 0.86 73.4 5.5
Clay Lot #Moist Swell Fluid Loss
ASTM Test Method:D 2216 D 5890 D 5891
Required Value:12% Max 24 ml/2g Min 18 ml Max
060210F 10.80 26.00 15.80
060310A 11.20 29.00 16.40
072310B 11.20 26.00 16.80

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS

The GCL in certification package number 026059453 was manufactured with geotextiles which were tested with the following results.
Certifications from our suppliers are on file at our production facility.
An '*' or 'PT' indicates supplier certifications were unavailable prior to shipping so testing was performed at a CETCO lab.
BASE GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
PPX 82TEX 2020828575 4.8 148.1
PPX 82TEX 2020831495 3.4 172.5
PPX 82TEX 2020861493 3.4 172.5
COVER GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
PT 072810ANWA 6.0 31.4
CV-NON-WOVEN 00001985 6.7 52.0
CV-NON-WOVEN 00002030 6.6 53.3
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 5/12/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-06A Revision No.: 1 Contractor Submittal No.: 02772-06A
Specification Section(s): 02772 Date of Submittal Report: 5/7/10
Submittal Subject: GCL Index Flux Test Results
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/12/10 05/12/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
05/07/10 30310019
Attention:
Jim Cox 
Regarding:
Index Flux test results for first 600,000 sf. of GCL
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Index Flux Test Reports
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/07/10 02772‐6 02772 GCL MQC Results and Test Methods(Index Flux)
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here is the Index Flux test reports for the previously submitted GCL rolls.
COPY TO:SIGNED:
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Mr. Chris Athanassopoulos <= Same
CETCO
2870 Forbs Avenue
Hoffman Estates, IL 60192
email: [e-mail]
cc email: [e-mail]
Dear Mr. Athanassopoulos:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa
TRI Job Reference Number: E2337-41-02
Material(s) Tested:3 Bentomat ST GCL(s)
Test(s) Requested:Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
May 7, 2010
page 1 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa
Material: Bentomat ST GCL
Sample ID: 780
TRI Log #: E2337-41-02
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.0E-09 3.0E-09
Hydraulic Conductivity (cm/sec) 2.2E-09 2.2E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa
Material: Bentomat ST GCL
Sample ID: 847
TRI Log #: E2337-41-02
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.2E-09 3.2E-09
Hydraulic Conductivity (cm/sec) 2.8E-09 2.8E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa
Material: Bentomat ST GCL
Sample ID: 914
TRI Log #: E2337-41-02
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.3E-09 3.3E-09
Hydraulic Conductivity (cm/sec) 2.7E-09 2.7E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 5/25/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-06b Revision No.: Contractor Submittal No.: 02772-06b
Specification Section(s): 02772 Date of Submittal Report: 5/25/10
Submittal Subject: MQC Results and Test Methods (Index Flux)
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/25/10 05/25/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
05/25/10 30310019
Attention:
Jim Cox 
Regarding:
Index Flux test results for  210,000 sf. of GCL
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Index Flux Test Reports
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/25/10 02772‐6 02772 GCL MQC Results and Test Methods(Index Flux)
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here is the Index Flux test reports for the previously submitted GCL rolls.
COPY TO:SIGNED:
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Mr. Chris Athanassopoulos <= Same
CETCO
2870 Forbs Avenue
Hoffman Estates, IL 60192
email: [e-mail]
cc email: [e-mail]
Dear Mr. Athanassopoulos:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa
TRI Job Reference Number: E2337-51-06
Material(s) Tested:2 Bentomat ST GCL(s)
Test(s) Requested:Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
May 24, 2010
page 1 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa
Material: Bentomat ST GCL
Sample ID: 1479
TRI Log #: E2337-51-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.2E-09 3.2E-09
Hydraulic Conductivity (cm/sec) 3.3E-09 3.3E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa
Material: Bentomat ST GCL
Sample ID: 1545
TRI Log #: E2337-51-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.5E-09 3.5E-09
Hydraulic Conductivity (cm/sec) 3.3E-09 3.3E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 6/8/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-06c Revision No.: Contractor Submittal No.: 02772-06c
Specification Section(s): 02772 Date of Submittal Report: 6/8/10
Submittal Subject: GCL Index Flux
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/8/10 06/08/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/08/10 32310019
Attention:
Jim Cox 
Regarding:
GCL Index Flux/Hydraulinc Conductivity Submittal for 133 rolls
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material index flux test results
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/08/10 02772‐4 02770 GCL MQC Certificates
1 06/08/10 02772‐6 02770 GCL MQC Results and Test Methods
1 06/08/10 02772‐7 02770 GCL Cert GCL Meets Req'd Properties
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
These are the index flux results for  133 GCL rolls submitted on 6/3/10.
COPY TO:SIGNED:
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Mr. Chris Athanassopoulos <= Same
CETCO
2870 Forbs Avenue
Hoffman Estates, IL 60192
email: [e-mail]
cc email: [e-mail]
Dear Mr. Athanassopoulos:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa
TRI Job Reference Number: E2337-54-09
Material(s) Tested:3 Bentomat ST GCL(s)
Test(s) Requested:Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 2, 2010
page 1 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa
Material: Bentomat ST GCL
Sample ID: 1638
TRI Log #: E2337-54-09
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.5E-09 3.5E-09
Hydraulic Conductivity (cm/sec) 2.7E-09 2.7E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa
Material: Bentomat ST GCL
Sample ID: 1704
TRI Log #: E2337-54-09
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.3E-09 3.3E-09
Hydraulic Conductivity (cm/sec) 2.8E-09 2.8E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa
Material: Bentomat ST GCL
Sample ID: 1770
TRI Log #: E2337-54-09
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.2E-09 3.2E-09
Hydraulic Conductivity (cm/sec) 2.4E-09 2.4E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 6/21/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02772-06D Revision No.: Contractor Submittal No.: 02772-06D
Specification Section(s): 02772 Date of Submittal Report: 6/18/10
Submittal Subject: GCL MQC data – Index Flux
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/21/10 06/21/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
06/18/10 32310019
Attention:
Jim Cox 
Regarding:
Index Flux test results for first 600,000 sf. of GCL
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Index Flux Test Reports
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 06/18/10 02772‐6 02772 GCL Index Flux test results
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here is the Index Flux test reports for rolls (1772‐1839) and (1864‐2046).
COPY TO:SIGNED:
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Mr. Chris Athanassopoulos <= Same
CETCO
2870 Forbs Avenue
Hoffman Estates, IL 60192
email: [e-mail]
cc email: [e-mail]
Dear Mr. Athanassopoulos:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-60-10
Material(s) Tested:3 Bentomat ST GCL(s)
Test(s) Requested:Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 17, 2010
page 1 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample ID: 1867
TRI Log #: E2337-60-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.5E-09 3.5E-09
Hydraulic Conductivity (cm/sec) 2.7E-09 2.7E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample ID: 1933
TRI Log #: E2337-60-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.4E-09 3.4E-09
Hydraulic Conductivity (cm/sec) 2.4E-09 2.4E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample ID: 1999
TRI Log #: E2337-60-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.5E-09 3.5E-09
Hydraulic Conductivity (cm/sec) 2.8E-09 2.8E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Mr. Chris Athanassopoulos <= Same
CETCO
2870 Forbs Avenue
Hoffman Estates, IL 60192
email: [e-mail]
cc email: [e-mail]
Dear Mr. Athanassopoulos:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa
TRI Job Reference Number: E2337-56-02
Material(s) Tested:1 Bentomat ST GCL(s)
Test(s) Requested:Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 7, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: CETCO
Project: Denison White Mesa
Material: Bentomat ST GCL
Sample ID: 1836
TRI Log #: E2337-56-02
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.0E-09 3.0E-09
Hydraulic Conductivity (cm/sec) 2.5E-09 2.5E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 3/31/10 Job No.: SC0349-04
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02773-01 Revision No.: Contractor Submittal No.: 02773-01
Specification Section(s): 02773 Date of Submittal Report: 3/25/10
Submittal Subject: Specifications and Testing Procedures
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

04/5/10 04/5/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 5/4/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02773-04/02773-06 Revision No.: Contractor Submittal No.: 02773-05/02773-06
Specification Section(s): 02773 Date of Submittal Report: 5/2/10
Submittal Subject: Geonet MQC Certification, Test Results, and Methods
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Conformance testing has not been completed on this material.

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/4/10 05/04/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 6/8/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02773-04a-
02773-06a
Revision No.: Contractor Submittal No.: 02773-04a-
02773-06a
Specification Section(s): 02773 Date of Submittal Report: 5/21/10
Submittal Subject: Geonet Submittal
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

6/8/10 06/08/2010
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
05/21/10 32310019
Attention:
Jim Cox 
Regarding:
Geonet MQC information
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Material Certs
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 05/21/10 02773‐4 02773 Geonet Roll Test Data Reports
1 05/21/10 02773‐5 02773 Geonet Roll Allocation
1 05/21/10 02773‐6 02773 Geonet Certificate of Analysis
1 05/21/10 02773‐6 02773 Geonet Transmissivity Report
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here are the certs for 322 rolls of Geonet
COPY TO:SIGNED:
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 5/4/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02773-05 Revision No.: Contractor Submittal No.: 02773-05
Specification Section(s): 02773 Date of Submittal Report: 5/2/10
Submittal Subject: Geonet Roll Number and Identification
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:

Conformance testing has not been completed on this material.

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/4/10 05/04/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 5/4/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 02773-07 Revision No.: Contractor Submittal No.: 02773-07
Specification Section(s): 02773 Date of Submittal Report: 4/23/10
Submittal Subject: Geonet Roll Test Data Report, Allocation, Cert. of Analysis, and Transmissivity Report
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
This submittal was replaced by 02773-04, -5, and -06. Roll numbers provided in this submittal which are not listed
with 02773-04, -5, and -06 are not to be installed on the project.

Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

5/4/10 05/04/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Atnerican
Envi ronnlental
Group Ltd.
IRevision /1;
LETIER OF TRANSMITIAL
..e:rO'o•
04/23/10 30310019
Attention:
Jim Cox
egardmg:
Geonet conformance information
TO:Geosyntec
10875 Rancho Bernardo Road,STE.200
San Diego,CA.92127
WE ARE SENDING YOU mAttached DunderSeparate Cover via the following items---------
DShop Drawings Dsamples Dspecifications
Dcopyof Letter DChangeOrder Material Certs
opres uale SUDmitta ID ubmltta No.Section Title AIJditlOna Description
1 04/23/10 02773-7 02773 Geonet Roll Test Data Reports
1 04/23/10 02773-7 02773 Geonet Roll Allocation
1 04/23/10 02773-7 02773 Geonet Certificate ofAnalysis
1 04/23/10 02773-7 02773 Geonet Certificate ofAnalysis
1 04/23/10 02773-7 02773 Geonet Transmissivity Report
THESE ARE TRANSMITIED as checked below:
mFor approval
DForyour use
DAS requested
DAPproved as submitted
DAPproved as noted
DReturned for correction
DResubmit
Dsubmit
DRetum
Copies for approval
Copies fordistribution
Corrected prints
DForreview and comment 0 _
REMARKS;
Here are the certs for 211 rolls ofGeonet
COpy TO:________________SIGNEO;_
Roll Test Data Report
Lining Technology.Inc
Sales Order No.Project Number Customer Nallle Project Location Product ome
61335 American Environmental Blanding,UT GNS-300E-00-OO-E-00
Group Ltd
ASTMDS/99ASTMD 7179lfD41181DJASTMDJ50S
AWn/it:G~'on,,'1'elll'il.,CarbonBlock
T7'icknr::.....'SfTl1nglll Crmff'nt iN",I';""
(miff)(ppO ("0)(glee)
Roll No.1'l'elY13,11 ....""tY 13",CI'Cl)'13,11 ('·IWy13rlr
131339789 321 110 2.7 0.962
131339978 320 107 2.6 0.962
131339979 317 111 2.5 0.962
131339980 317 111 2.5 0.962
131339981 317 111 2.5 0.962
131339982 317 111 2.5 0.962
131339983 317 111 2.5 0.962
131339984 317 111 2.5 0.962
131339985 317 111 2.5 0.962
131339986 317 111 2.5 0.962
131339987 317 111 2.5 0.962
131339988 317 111 2.5 0.962
131339989 317 111 2.5 0.962
131339990 317 111 2.5 0.962
131339991 317 111 2.5 0.962
131339992 319 104 2.3 0.961
131339993 319 104 2.3 0.961
131339994 319 104 2.3 0.961
131339995 319 104 2.3 0.961
131339996 319 104 2.3 0.961
131339997 319 104 2.3 0.961
131339998 319 104 2.3 0.961
131339999 319 104 2.3 0.961
131340000 319 104 2.3 0.961
131340001 319 104 2.3 0.961
131340002 319 104 2.3 0.961
131340003 319 104 2.3 0.961
131340004 319 104 2.3 0.961
131340005 315 101 2.4 0.961
131340006 315 101 2.4 0.961
131340007 315 101 2.4 0.961
131340008 315 101 2.4 0.961
131340009 315 101 2.4 0.961
Report Date
412212010
Page 1of7
Roll Test Data Report
Lining Technology,Inc
SlIle.Order o.Project Number CusTomer ame Project Location
61335 American Environmental Blanding,UT
Group Ltd
ASTMDSJ99 ASTM0 7J79'tfD42JAlOJASTMD/505
AwraJ!1!Gconl'/Tel/.l"iI.'Carbon Bluck
71rickl/l!~'Slrrnmh Conll!m Dr1lsify
/MlhJ (PI'"1"01 fJl,rtl
Roll No.,-,,"')'/JI(I ,.,...ryI.r,A t"\~,l.tn,1o",,,,UII,
131340010 317 105 2.7 0.962
131340011 310 109 2.6 0.962
131340012 310 109 2.6 0.962
131340013 310 109 2.6 0.962
131340014 310 109 2.6 0.962
131340015 310 109 2.6 0.962
131340016 310 109 2.6 0.962
131340017 310 109 2.6 0.962
131340018 309 106 2.6 0.962
131340019 309 106 2.6 0.962
131340020 309 106 2.6 0.962
131340021 309 106 2.6 0.962
131340022 309 106 2.6 0.962
131340023 309 106 2.6 0.962
131340024 309 106 2.6 0.962
131340025 309 106 2.6 0.962
131340026 309 106 2.6 0.962
131340027 309 106 2.6 0.962
131340028 309 106 2.6 0.962
131340029 309 106 2.6 0.962
131340030 309 106 2.6 0.962
131340031 315 110 2.4 0.961
131340032 315 110 2.4 0.961
131340033 315 110 2.4 0.961
131340034 315 110 2.4 0.961
131340035 315 110 2.4 0.961
131340036 315 110 2.4 0.961
131340037 315 110 2.4 0.961
131340038 315 110 2.4 0.961
131340039 315 110 2.4 0.961
131340040 315 110 2.4 0.961
131340041 315 110 2.4 0.961
131340042 315 110 2.4 0.961
ProducT ame
GNS-300E-00·00-E-OO
Report Dme
4/2212010
Roll Test Data Report
M Linillg Teclmolog¥.Inc--
Sales Order o.Project Number Customer 'ame Project Location
61335 American Environmental Blanding,UT
Group ltd
ASTMD5199ASTMD7179\{O-ll18/01ASTMD1505
Al't'mgt'Ger)//er remi!'-Carbon Blflck
'nmkn(.\,\'S,rltngtll COJllt'nI Dr!mrify
ImJ/u If'tI//1'<1 1.1«)
RollNo...,v;t'/Jt/l ~.,..-tjF'J.frh nv""/Jlh 6:'wn'JltlJ
131340043 315 110 2.4 0.961
131340044 314 110 2.5 0.962
131340045 314 110 2.5 0.962
131340046 314 110 2.5 0.962
131340047 314 110 2.5 0.962
131340048 314 110 2.5 0.962
131340049 314 110 2.5 0.962
131340050 314 110 2.5 0.962
131340051 314 110 2.5 0.962
131340052 314 110 2.5 0.962
131340053 314 110 2.5 0.962
131340054 314 110 2.5 0.962
131340055 314 110 2.5 0.962
131340056 314 110 2.5 0.962
131340057 309 104 2.4 0.962
131340058 309 104 2.4 0.962
131340059 309 104 2.4 0.962
131340060 309 104 2.4 0.962
131340061 309 104 2.4 0.962
131340062 309 104 2.4 0.962
131340063 309 104 2.4 0.962
131340064 309 104 2.4 0.962
131340065 309 104 2.4 0.962
131340066 309 104 2.4 0.962
131340067 309 104 2.4 0.962
131340068 309 104 2.4 0.962
131340069 309 104 2.4 0.962
131340070 313 97 2.5 0.962
131340071 313 97 2.5 0.962
131340072 313 97 2.5 0.962
131340073 313 97 2.5 0.962
131340074 313 97 2.5 0.962
131340075 313 97 2.5 0.962
Product ame
GNS-300E-OO-OO-E-OO
Report Dale
4/22/2010
Page30f7
Roll Test Data Report
Lining TeclznoJogv,file
Sales Order No.Project Number Customer ame Project Location
61335 American Environmental Blanding,UT
Group Ud
ASTM05199 ASTM07179110411810IASTMO1505
Avaa~r'Gt!om!f 7'eMI'i/l!('arbonlJ/(uk
771ickn.:.....r Strrmgrh Contr!JII Ikmlity
1..11,)(","I ('oJ /.'I
HoI/No,,,","f1'/Jrh nT",-lh'-."f"'T},llh ~IJ/It
131340076 313 97 2.5 0.962
131340077 313 97 2.5 0.962
131340078 313 97 2.5 0.962
131340079 313 97 2.5 0.962
131340080 313 97 2.5 0.962
131340081 313 97 2.5 0.962
131340082 313 97 2.5 0.962
131340083 313 104 2.3 0.961
131340084 313 104 2.3 0.961
131340085 313 104 2.3 0.961
131340086 313 104 2.3 0.961
131340087 313 104 2.3 0.961
131340088 313 104 2.3 0.961
131340089 313 104 2.3 0.961
131340090 313 104 2.3 0.961
131340091 313 104 2.3 0.961
131340092 313 104 2.3 0.961
131340093 313 104 2.3 0.961
131340094 313 104 2.3 0.961
131340095 313 104 2.3 0.961
131340096 306 89 2.5 0.962
131340097 306 89 2.5 0.962
131340098 306 89 2.5 0.962
131340099 306 89 2.5 0.962
131340100 306 89 2.5 0.962
131340101 306 89 2.5 0.962
131340102 306 89 2.5 0.962
131340103 306 89 2.5 0.962
131340104 306 89 2.5 0.962
131340105 306 89 2.5 0.962
131340106 306 89 2.5 0.962
131340107 306 89 2.5 0.962
131340108 306 89 2.5 0.962
Product ame
GNS-300E-00-OO-E-00
ReportDate
4/2212010
Pago4011
~Lini1lg Teclmologv,file
Roll Test Data Report
Sales Order No.ProjectNumber CusTOmer Name Project Location
61335 American Environmental Blanding,UT
Group Ltd
ASTMD5I99 ASTMD7179\1DIlI8IDIASTMD /Sus
Ifl't'ragc'Geunel n'm'i'"CUIbon Hlack
Thicknr:'LI'Slrftrwh ('omen!/A'n5;ry
(n"lt)I"",r,J 6:/tT}
lIol/No._...~Urlt Vh'I;"JJf/r I"l,,£?,/,frh ."'...,..../."1\
131340109 308 102 2.4 0.962
131340110 308 102 2.4 0.962
131340111 308 102 2.4 0.962
131340112 308 102 2.4 0.962
131340113 308 102 2.4 0.962
131340114 308 102 2.4 0.962
131340115 308 102 2.4 0.962
131340116 308 102 2.4 0.962
131340117 308 102 2.4 0.962
131340118 308 102 2.4 0.962
131340119 308 102 2.4 0.962
131340120 308 102 2.4 0.962
131340121 308 102 2.4 0.962
131340122 308 102 2.2 0.960
131340123 308 102 2.2 0.960
131340124 308 102 2.2 0.960
131340125 308 102 2.2 0.960
131340126 308 102 2.2 0.960
131340127 308 102 2.2 0.960
131340128 308 102 2.2 0.960
131340129 308 102 2.2 0.960
131340130 308 102 2.2 0.960
131340131 308 102 2.2 0.960
131340132 308 102 2.2 0.960
131340133 308 102 2.2 0.960
131340134 308 102 2.2 0.960
131340135 314 100 2.3 0.961
131340136 314 100 2.3 0.961
131340137 314 100 2.3 0.961
131340138 314 100 2.3 0.961
131340139 314 100 2.3 0.961
131340140 314 100 2.3 0.961
131340141 314 100 2.3 0.961
Product arne
GNS-300E-OO-oO-E-OO
Report Date
4/2212010
Page 5 of7
Lilting Technology,Illc
Roll Test Data Report
Sales Order No.ProjectNumber Customer Name Project Location
61335 American Environmental Blanding,UT
Group Ltd
ASTMD$199ASTMD7J7IJ\tID41/61DIASTMD/SOS
AI'f:ra~C'GI!UIl~'T,.".\·1/11 Carbon BInd.
17mk1lC'......:}/rc:n;:rh Cnnlf!lIl Dt'n.\'ify
(mi!.l)(ppl)(',)(glee)
RollNo.n~ry 13th ....\,.ry 13th rtvrvJ31h '''''f#y/Jrh
131340142 314 100 2.3 0.961
131340143 314 100 2.3 0.961
131340144 314 100 2.3 0.961
131340145 314 100 2.3 0.961
131340146 314 100 2.3 0.961
131340147 314 100 2.3 0.961
131340148 310 103 2.3 0.961
131340149 310 103 2.3 0.961
131340150 310 103 2.3 0.961
131340151 310 103 2.3 0.961
131340152 310 103 2.3 0.961
131340153 310 103 2.3 0.961
131340154 310 103 2.3 0.961
131340155 310 103 2.3 0.961
131340156 310 103 2.3 0.961
131340157 310 103 2.3 0.961
131340158 310 103 2.3 0.961
131340159 310 103 2.3 0.961
131340160 310 103 2.3 0.961
131340161 312 113 2.6 0.963
131340162 312 113 2.6 0.963
131340163 312 113 2.6 0.963
131340164 312 113 2.6 0.963
131340165 312 113 2.6 0.963
131340166 312 113 2.6 0.963
131340167 312 113 2.6 0.963
131340168 312 113 2.6 0.963
131340169 312 113 2.6 0.963
131340170 312 113 2.6 0.963
131340171 312 113 2.6 0.963
131340172 312 113 2.6 0.963
131340173 312 113 2.6 0.963
131340174 306 113 2.2 0.961
Product ame
GNS-300E-OO-OO-E-00
Repon Date
412212010
Poge6ofl
Roll Test Data Report
Lining Technology.Inc
Sales Order No.Project Number
61335
ASTl'~1D SJ99 ASTMD 7179lfD411N1D1ASTMD 1505
A.1'('ra~o:Gt:onl!/T('n.\'ih·CarbonHlack
Thicknf!.\'.I'Slr~"xth Com.:",I>t:lrsi~Y
(mIls)(ppij ('oj (vee)
11.01/No."""'I'l'/3/h e~,,·ry 13/),'".H,li ('\'/;'I;)'/3/11
131340175 306 113 2.2 0.961
131340176 306 113 2.2 0.961
131340177 306 113 2.2 0.961
131340178 306 113 2.2 0.961
131340179 306 113 2.2 0.961
131340180 306 113 2.2 0.961
131340181 306 113 2.2 0.961
131340182 306 113 2.2 0.961
131340183 306 113 2.2 0.961
131340184 306 113 2.2 0.961
131340185 306 113 2.2 0.961
131340186 306 113 2.2 0.961
131340187 309 103 2.2 0.960
Customer Name
American Environmental
Group Ltd
Project Location
Blanding,UT
ProductName
GNS-300E-00-00-E-00
ReportDate
4/22/2010
Laboratory Manager:~~
This test report shall not be reproduced,except in full,without written approval of the laboratory.
Kingstree Lab -US
GSE-8.2.4-029 Rev --03/05
Page 7 of7
GSE Roll Allocation
Order 61335
Customer American Environmental Group Ltd
Site Denison White Mesa Project
Roll#Resin Lot Product Code Description Mig.Date Length
131339789 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/12/2010 250
131339978 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339979 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339980 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339981 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339982 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339983 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339984 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339985 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339986 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339987 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339988 CB10030801 GNS-300E-00-00-E-00 GN S-300E-OO-OO-E-00 4/15/2010 250
131339989 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339990 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339991 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339992 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339993 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/15/2010 250
131339994 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131339995 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131339996 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131339997 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131339998 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131339999 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340000 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340001 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340002 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340003 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340004 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340005 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340006 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340007 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340008 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340009 CB10030801 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340010 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
GSE 8.2.4-020 Rev - -02/03
Thursday,April22,2010 Page 10/6
Order 61335
Customer American Environmental Group Ltd
Site Denison White Mesa Project
Roll#Resin Lot Product Code Description Mfg.Date Length
131340011 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340012 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340013 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340014 CB10030904 GNS-300E-00-00-E-00 GN S-300E-OO-OO-E-00 4/16/2010 250
131340015 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340016 CB10030904 GNS-300E-00-00-E-00 GN S-300E-OO-OO-E-00 4/16/2010 250
131340017 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340018 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340019 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340020 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340021 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340022 CB10030904 GNS-300E-00-00-E-00 GN S-300E-OO-OO-E-00 4/16/2010 250
131340023 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340024 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340025 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340026 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340027 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340028 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340029 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340030 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340031 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340032 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340033 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340034 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340035 CB10030904 GNS-300E-OO-OO-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340036 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340037 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340038 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340039 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340040 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340041 CB10030904 GNS-300E-OO-OO-E-00 GNS-300E-OO-OO-E-00 4/16/2010 250
131340042 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340043 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340044 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340045 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340046 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
GSE 8.2.4-020 Rev - -02/03
Thursday,April22,2010 Page 2 0/6
Order 61335
Customer American Environmental Group Ltd
Site Denison White Mesa Project
Roll#Resin Lot Product Code Description Mfg.Date Length
131340047 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340048 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340049 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340050 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340051 CB10030904 GNS-300E-OO-OO-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340052 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340053 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340054 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340055 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340056 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340057 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340058 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340059 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340060 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340061 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340062 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340063 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340064 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340065 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340066 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340067 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340068 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/16/2010 250
131340069 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-00 4/1712010 250
131340070 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340071 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340072 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-00 4/17/2010 250
131340073 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340074 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-00 4/1712010 250
131340075 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340076 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/1712010 250
131340077 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340078 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340079 CB10030904 GNS-300E-OO-OO-E-00 GNS-300E-00-00-E-00 411712010 250
131340080 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340081 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 411712010 250
131340082 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
GSE 8.2.4-020 Rev - -02/03
Thursday,April22,2010 Pagel 0/6
Order 61335
Customer American Environmental Group Ltd
Site Denison White Mesa Project
Roll#Resin Lot Product Code Description Mfg.Date Length
131340083 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-00 4/17/2010 250
131340084 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340085 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340086 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340087 CB10030904 GNS-300E-OO-OO-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340088 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-00 4/17/2010 250
131340089 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340090 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-00 4/17/2010 250
131340091 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340092 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340093 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340094 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340095 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340096 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340097 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340098 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340099 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340100 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340101 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340102 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-00 4/17/2010 250
131340103 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340104 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340105 CB10030904 GNS-300E-OO-OO-E-00 GNS-300E-OO-OO-E-00 4/17/2010 250
131340106 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340107 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340108 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340109 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340110 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340111 CB10030904 GNS-300E-OO-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340112 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-00 4/17/2010 250
131340113 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340114 CB10030904 GNS-300E-00-00-E-OO GNS-300E-00-00-E-00 4/17/2010 250
131340115 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340116 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-OO 4/17/2010 250
131340117 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340118 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
GSE 8.2.4-020 Rev - -02/03
Thursday,April 22,2010 Page 4 of6
Order 61335
Customer American Environmental Group Ltd
Site Denison White Mesa Project
Roll#Resin Lot Product Code Description Mfg.Date Length
131340119 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340120 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340121 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340122 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-00 4/17/2010 250
131340123 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340124 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-00 4/17/2010 250
131340125 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340126 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340127 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340128 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340129 CB10030904 GNS-300E-OO-OO-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340130 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340131 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340132 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340133 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340134 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340135 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340136 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340137 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340138 CB10030904 GNS-300E-OO-OO-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340139 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340140 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340141 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340142 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340143 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/17/2010 250
131340144 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340145 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340146 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340147 CB10030904 GNS-300E-OO-OO-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340148 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340149 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340150 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340151 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340152 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340153 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340154 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
GSE 8.2.4-020 Rev - -02/03
Thursday,April 22,2010 Page 5 016
Order 61335
Customer American Environmental Group Ltd
Site Denison White Mesa Project
Roll#Resin Lot Product Code Description Mfg.Date Length
131340155 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340156 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340157 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340158 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340159 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340160 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340161 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340162 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340163 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340164 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340165 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340166 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340167 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340168 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-OO 4/18/2010 250
131340169 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340170 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340171 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340172 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340173 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340174 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340175 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340176 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340177 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340178 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340179 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340180 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340181 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340182 CB10030904 GNS-300E-00-00-E-00 GNS-300E-OO-OO-E-00 4/18/2010 250
131340183 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340184 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340185 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340186 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
131340187 CB10030904 GNS-300E-00-00-E-00 GNS-300E-00-00-E-00 4/18/2010 250
GSE 8.2.4-020 Rev - -02/03
Thursday,April 22,2010 Page 6 of6
To:Date:311212010
nd'6:l1Bas ell
Time:R:4~3 At-1
Page:002
@ 12812308630 Lyo .--
Equistar Chemicals,LP
One Houston Center
1221 McKinney
Houston TX 77010
Certificate of Analysis Contact:
GSE LINING TECHNOLOGY INC
1245 EASTLAND AVENUE
KINGSTREE SC 29556
Certificate Of Analysis
Ship-To Address:
GSE LINING TECHNOLOGY INC
1245 EASTLAND AVENUE
KINGSTREE SC 29556
USA
Equistar Material
Batch Number
Vehicle Number
Estimated Quantity
:504295 PETROTHENE~LR732001
:CB10030904
;CITX200261
:197,600 LBS
Customer Order No.
Customer Number
Date Shipped
Equistar Order No.
Delivery Item No.
:03-061623
:42584
March 11,2010
1847964 000010
82268071 000010
Test
Description
Vehicle ID
Vehicle Type
Density,Extrudate @ 23C
Melt Index,21609 @ 190C
Test
Result
CITX200261
HOPPER CAR
0.9537
0.36
Unit of
Measure
glee
g/10 min.
Data reported was generated in an approved
Quality AS5urance Lab.
Print Oat,,:March 12,2010 BNLlTTLE
This information is available 24 hours a day at
www.CuetomerXPRESS.com
Questions 7 Call Customer Service:888-777-0232
This Certificate of Analysis contains the most clirrent information available as of tho print date.
This document shall not be r0prNlllCed except in fuJi,without the written approval of the issuer.
Date:3/9/2.010
dellBasell
Time:9:27 AM To:
Page:002
COl J2812.~308630 Lyon
Equistar Chemicals,
One Houston Center
1221 McKinney
Houston TX 77010
Certificate of Analysis Contact:
TRACY BRADFORD
GSE LINING TECHNOLOGY
HOUSTON TX 77073
Fax No.281-230-8630
lP
Certificate Of Analysis
Ship-To Address:
GSE LINING TECHNOLOGY INC
1245 EASTLAND AVENUE
KINGSTREE SC 29556
USA
Equistar Material
Batch Number
Vehicle Number
Estimated Quantity
;S04295 PfTROTHENE~'LR 732001
CB10030801
CITX200253
199,900 U~S
Customer Order No.
Customer Number
Date Shipped
[quistar Order No.
Delivery Item No.
:03-061570
:42584
March 09.2010
1845227 000010
82266664 000010
Test
Description
Vehicle ID
Vehicle Type
Density.Extruda!e 10/23C
Melt Index,21609 Q:!l 190C
Test
Result
CllX200253
HOPPER CAR
0.9527
034
Unit of
Measure
gicc
gi10 min.
Data reported \Nil:>generated In an approved
Quahty Assurance Lab
Print Date:March 09,2010 BNLlTTLE
This information IS available 24 hours a day at
www.CustolnerXPRESS.com
Questions 7 Call Customer Service:888-777-0232
This Certificate of Analysis contains the most current information available as of the print date.
This document shall not be reproduced except in full,without the written approval of the issuer.
Transmissivity Report
~~~~~L~in~i~ng~Te~c~h::no~I~Og~V~!l~n~c.~~A~S:TM_D_4_7_1_6 R_O_ll_N,_o._1_3_1_3_40_1_1_1_
ROLL IDENTIFICATION CUSTOMER INFORMATION
Roll Number 131340111
ProductName GNS-300E-00-00-E-00
Production Date 4/17/2010
Resin Lot#CB10030904
Order Number
Customer Name
Project Name
Location
61335
American Environmental Group Ltd
Denison White Mesa Project
Blanding,UT
Pressure
(psj)
7000
Gradient
0.10
Net/Composite
Net
Transmissivity Results
(m2/sec)(gal/mil/1ft)
8.76E-03 43.36
Seat Time
(min)
60
Boundary
Geomembrane/GeoneUGeomembrane
GSE 8.2.4-025 Rev --02/03
Transmissivity Report
~~~~~L~in~i~ng~Te~C~h~nO~IO~g~V~'l~n::c.~~A~S~TM_D_4_7_1_6 R_o_ll_N,_o,_1_3_1_3_39_9_7_8_
ROLL IDENTIFICATION CUSTOMER INFORMATION
RollNumber 131339978
Product Name GNS-300E-00-00-E-00
Production Date 4/15/2010
Resin Lot #CB10030801
Order Number
Customer Name
Project Name
Location
61335
American Environmental Group Ltd
Denison While Mesa Project
Blanding,UT
Pressure
(psj)
7000
Gradient
0.10
Net/Composite
Net
Transmissivity Results
(m2/sec)(gIl/1miJl/ft)
8.19E-03 40.56
Seat Time
(min)
60
Boundary
Geomembrane/GeoneUGeomembrane
GSE 8.2.4-025 Rev - -02/03
CM Forms / Submittal Cover Sheet
GEOSYNTEC CONSULTANTS
10875 Rancho Bernardo Rd. · Suite 200
San Diego, California 92127 · USA
Tel [phone] · Fax [phone]
SUBMITTAL COVER SHEET
TO: Mr. Dwight Pattee Date: 9/13/10 Job No.: SC0349-05
ADDRESS: 3600 Brecksville Road Project Name
Suite 100 Denison Mines (USA) Corp.
Richfield, Ohio 44286 White Mesa Mill Facility
Cell 4B Construction

Submittal I.D. No.: 03400-01 Revision No.: Contractor Submittal No.: 03400-01
Specification Section(s): 03400 Date of Submittal Report: 9/10/10
Submittal Subject: Cast-in-Place Concrete Mix Design
Notations: No Exception Taken
Correct as Noted
Rejected
Revise and Resubmit
Submit Specified Items
Remarks:
Please confirm the following
• Slump is determined in accordance with ASTM C 143;
• No water reducing admixture specified -water reducing admixture will not be used;
• Type I-II Cement provided in mix design - Type II Cement is specified and shall be used only; and
• 4000 psi is 28-day compressive strength and samples were made, cured, and stored in conformity with
ASTM C 192 and tested in conformity with ASTM C39.
Review of this submittal does not relieve the Contractor from their responsibility for deviations from the
Contract Documents nor from their responsibility for errors or omissions in the submittal. Contractor is, and
Engineer is not, responsible for matters relating to fabrication, shipping, handling, storage, assembly,
installation, construction (including safety), and coordination for performing the Work

9/13/10 09/13/10
Prepared by Date
Print Name/Sign Name
Senior Construction Manager Date
Jim Cox

Distribution: File

Revision #:
LETTER OF TRANSMITTAL
Date:Job No.
09/10/10 32310019
Attention:
Jim Cox 
Regarding:
Concrete Mix Design
TO:Geosyntec
10875 Rancho Bernardo Road, STE. 200
San Diego, CA.  92127
WE     ARE SENDING YOU X Attached Under Separate Cover via the following items
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order X Concrete Mix Design
Copies Date Submittal ID Submittal No.Section Title Additional Description
1 09/10/10 03400‐1 03400 Cast‐in‐Place Conc.Mix Design
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit Copies for approval
For your use Approved as noted Submit Copies for distribution
As requested Returned for correction Return Corrected prints
For review and comment
REMARKS:
Here is the specified Mix Design Data
COPY TO:SIGNED:

Appendix C
Engineered Fill

Appendix C-1
Modified Proctor and Particle Size Analysis
Test Results

Appendix C-2
Field Nuclear Density/Moisture Test Results
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:20202
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-001 30' NE of 1043 4/8/2010 8 1 1-001 12.9 12.9 131.3 116.3 93 SIP10.7 125.1
1-002 40' N of 1044 4/8/2010 8 1 1-001 13.7 13.7 128.1 112.7 90 SIP10.7 125.1
1-003 20' NE of 1045 4/8/2010 8 1 1-001 13.6 13.6 128.5 113.1 90 SIP10.7 125.1
1-004 70' NE of 1045 4/27/2010 6 2 1-001 10.6 10.6 128.5 116.2 93 SIP10.7 125.1
1-005 30' NE of 1043 4/27/2010 6 2 1-001 12.2 12.2 126.3 112.6 90 SIP10.7 125.1
1-006 40' NW of 1042 4/27/2010 6 1 1-001 9.4 9.4 127.9 116.9 93 SIP10.7 125.1
1-007 60' NE of 1054 4/27/2010 6 1 1-003 12 12 123.5 110.5 94 SIP13.5 117.3
1-008 40' NW of 1052 4/27/2010 6 1 1-001 10.7 10.7 127.6 115.3 92 SIP10.7 125.1
1-009 50' N of 1051 4/27/2010 6 1 1-003 13.1 13.1 120.9 106.9 91 SIP13.5 117.3
1-010 20' N of 1050 4/27/2010 6 1 1-001 11.4 11.4 126.6 113.6 91 SIP10.7 125.1
1-011 50' NE of 1044 5/10/2010 6 3 1-002 10.5 10.5 127.3 115.2 93 SIP11.2 124.5
1-012 15' N of 1043 5/10/2010 6 3 1-002 14 14 128.1 112.4 90 SIP11.2 124.5
1-013 45' SW of 1044 5/10/2010 6 2 1-002 11.5 11.5 130.6 117.1 94 SIP11.2 124.5
1-014 60' SW of 1043 5/10/2010 6 2 1-002 12 12 128.8 115 92 SIP11.2 124.5
Wednesday, December 01, 2010 Page 1 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:20202
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-015 30' SW of 1042 5/10/2010 6 2 1-002 13.6 13.6 127.5 112.4 90 SIP11.2 124.5
1-016 50' NE of 1042 5/10/2010 6 1 1-002 12.1 12.1 127.7 113.9 91 SIP11.2 124.5
1-017 20' NE of 1054 5/10/2010 6 1 1-002 10.7 10.7 128.6 116.2 93 SIP11.2 124.5
1-018 Between 1042 & 1043 5/12/2010 8 3 1-002 16.5 15.5 127 109 88 SI 1-022F p11.2 124.5
1-019 ~30' NW of 1042 5/12/2010 8 3 1-002 13.5 13.5 132.6 116.8 94 SIP11.2 124.5
1-020 ~25' NW of 1053 5/12/2010 8 3 1-002 13 13 124.6 110.3 89 SI 1-023F p11.2 124.5
1-021 ~40' NE of 1053 5/12/2010 8 3 1-002 10 10 127.5 115.4 90 SIP11.2 124.5
1-022 Between 1042 & 1043 5/17/2010 8 3 1-002 13.9 13.9 133.1 116.9 94 SIP11.2 124.5
1-023 ~25' NW of 1053 5/17/2010 8 3 1-002 13.9 13.9 129.8 114 92 SIP11.2 124.5
1-024 Between 1052-1053 5/20/2010 8 1 1-003 14.9 14.9 126.2 109.8 94 SIP13.5 117.3
1-025 Between 1053-1054 5/20/2010 8 1 1-003 15 15 125.5 109.1 93 SIP13.5 117.3
1-026 Between 1054-1055 5/20/2010 8 1 1-003 13.5 13.5 122.2 107.7 92 SIP13.5 117.3
1-027 @ ~1370 5/20/2010 8 5562 1-003 17.9 17.9 120.4 102.1 87 SI 1-031F P13.5 117.3
1-028 @ ~1366 5/20/2010 8 5562 1-003 17.5 17.5 121.5 103.4 88 SI 1-032F P13.5 117.3
Wednesday, December 01, 2010 Page 2 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:20202
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-029 @ ~1362 5/20/2010 8 5563 1-003 14.9 14.9 127.4 110.9 95 SIP13.5 117.3
1-030 @ ~1356 5/20/2010 8 5564 1-003 11.2 11.2 119.8 107.7 92 SIP13.5 117.3
1-031 @ ~1370 5/20/2010 8 5562 1-003 13.2 13.2 126.6 111.8 95 SIP13.5 117.3
1-032 @ ~ 1366 5/20/2010 8 5562 1-003 13.8 13.8 126.5 111.2 95 SIP13.5 117.3
1-033 @ ~1284 5/21/2010 8 5566 1-003 10.9 10.9 117.2 105.7 90 CLP13.5 117.3
1-034 @ ~ 1282 5/21/2010 8 5566 1-003 10.6 10.6 117.9 106.6 91 CLP13.5 117.3
1-035 @ ~ 1016 5/21/2010 8 5564 1-003 14.8 14.8 121.6 105.9 90 CLP13.5 117.3
1-036 Between 1351-1354 5/22/2010 8 5565 1-003 10.6 10.6 119.1 107.7 92 CLP13.5 117.3
1-037 Between 1360-1362 5/22/2010 8 5564 1-003 10.6 10.6 120.1 108.6 93 CLP13.5 117.3
1-038 Between 1369-1370 5/22/2010 8 5562 1-003 13.5 13.5 126.1 111.1 95 CLP13.5 117.3
1-039 @ ~ 1285 Slope Fill 5/22/2010 8 5568 1-003 12.3 12.3 121.4 108.1 92 CLP13.5 117.3
1-040 @ ~ 1014 Slope Fill 5/22/2010 8 5566 1-003 11.9 11.9 122.2 109.2 93 CLP13.5 117.3
1-041 @ ~ 1285 Slope Fill 5/24/2010 8 5568 1-003 12.3 12.3 122.1 108.7 93 CLP13.5 117.3
1-042 @ ~ 1015 Slope Fill 5/24/2010 8 5566 1-003 11.9 11.9 120.3 107.5 92 CLP13.5 117.3
Wednesday, December 01, 2010 Page 3 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:20202
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-044 @ ~ 1376 Slope Fill 5/24/2010 8 5560 1-003 10.7 10.7 124.2 112.2 96 CLP13.5 117.3
1-045 @ ~ 1383 Slope Fill 5/24/2010 8 5559 1-003 11.8 11.8 119.5 106.9 91 CLP13.5 117.3
1-046 @ ~ 1285 Slope Fill 5/24/2010 8 5568 1-003 11.8 11.8 131 117.1 100 CLP13.5 117.3
1-089 @~1380 Slope Fill 6/4/2010 8 5567 1-003 12.9 12.9 123.2 109.1 93 CLP13.5 117.3
1-090 @~1386 Slope Fill 6/4/2010 8 5566 1-003 12.2 12.2 120.6 107.5 92 CLP13.5 117.3
1-091 @~1283 Slope Fill 6/4/2010 8 5572 1-002 11.2 11.2 132.2 118.9 96 CLP11.2 124.5
1-092 @~1015 Slope Fill 6/4/2010 8 5567 1-003 12.1 12.1 121.5 108.4 92 CLP13.5 117.3
1-093 @~1380 Slope Fill 6/4/2010 8 5567 1-003 13.1 13.1 129.2 114.2 97 CLP13.5 117.3
1-094 @~1386 Slope Fill 6/4/2010 8 5566 1-003 13.7 13.7 130.4 114.7 98 CLP13.5 117.3
1-095 @~1283 Slope Fill 6/4/2010 8 5573 1-002 12.8 12.8 131.2 116.3 93 CLP11.2 124.5
1-096 @~1015 Slope Fill 6/4/2010 8 5575 1-003 11.7 11.7 121.6 108.9 93 CLP13.5 117.3
1-097 @~1380 Slope Fill 6/4/2010 8 5568 1-003 12.1 12.1 123.8 110.4 94 CLP13.5 117.3
1-098 @~1386 Slope Fill 6/4/2010 8 5568 1-003 11.8 11.8 127.7 114.2 97 CLP13.5 117.3
1-099 @~1282 Slope Fill 6/4/2010 8 5575 1-003 13.7 13.7 130.1 114.4 98 CLP13.5 117.3
Wednesday, December 01, 2010 Page 4 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-043 @ ~ 1360 Slope Fill 5/24/2010 8 5565 1-003 10.8 10.8 122.1 110.2 94 CLP13.5 117.3
1-047 @~1282 Slope Fill 5/25/2010 8 5569 1-003 12.3 12.3 133.6 117 101 CLP13.5 117.3
1-048 @~1016 Slope Fill 5/25/2010 8 5567 1-003 10.9 10.9 12.5 113.2 97 CLP13.5 117.3
1-049 @~1356 Slope Fill 5/25/2010 8 5567 1-003 11.2 11.2 124.3 111.8 95 CLP13.5 117.3
1-050 @~1362 Slope Fill 5/25/2010 8 5567 1-003 11 11 118.2 106.5 91 CLP13.5 117.3
1-051 @~1366 Slope Fill 5/25/2010 8 5566 1-003 12.5 12.5 128 113.8 97 CLP13.5 117.3
1-052 @~1380 Slope Fill 5/25/2010 8 5562 1-003 11.6 11.6 130.5 116.9 100 CLP13.5 117.3
1-053 @~1386 Slope Fill 5/25/2010 8 5559 1-003 12.1 12.1 129.1 114.3 97 CLP13.5 117.3
1-054 @~1285 Slope Fill 5/25/2010 8 5570 1-003 11.6 11.6 119.5 107 91 CLP13.5 117.3
1-055 @~1282 Slope Fill 5/25/2010 8 5570 1-003 11.3 11.3 127.6 114.7 98 CLP13.5 117.3
1-056 @~1016 Slope Fill 5/25/2010 8 5567 1-003 11.6 11.6 124.7 111.8 95 CLP13.5 117.3
1-057 @~1356 Slope Fill 5/27/2010 8 5567 1-003 12.8 12.8 129.3 114.6 98 CLP13.5 117.3
1-058 @~1362 Slope Fill 5/27/2010 8 5566 1-003 12.3 12.3 132.7 118.2 101 CLP13.5 117.3
1-059 @~1366 Slope Fill 5/27/2010 8 5563 1-003 12.2 12.2 123 109.6 93 CLP13.5 117.3
Wednesday, December 01, 2010 Page 5 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-060 @~1380 Slope Fill 5/27/2010 8 5560 1-003 13.4 13.4 122.4 107.9 92 CLP13.5 117.3
1-061 @~1383 Slope Fill 5/27/2010 8 5560 1-003 13.9 13.9 126.3 110.9 95 CLP13.5 117.3
1-062 @~1386 Slope Fill 5/27/2010 8 5570 1-003 13.3 13.3 122.8 106.5 91 CLP13.5 117.3
1-063 @~1285 Slope Fill 5/27/2010 8 5569 1-003 10.8 10.8 123.9 111.8 95 SIP13.5 117.3
1-064 @~1016 Slope Fill 5/27/2010 8 5572 1-003 12.3 12.3 127.8 113.8 97 SIP13.5 117.3
1-065 @~1418 Slope Fill 5/28/2010 8 5571 1-003 14.2 14.2 121.5 106.4 91 SIP13.5 117.3
1-066 @~1282 Slope Fill 5/28/2010 8 5571 1-003 18.9 18.9 134.4 113 96 SI 1-073F p13.5 117.3
1-067 @~1016 Slope Fill 5/28/2010 8 5571 1-003 12.8 12.8 129.3 114.6 98 SIP13.5 117.3
1-068 @~1351 Slope Fill 5/28/2010 8 5570 1-001 12.3 12.3 132.7 118.2 94 SIP10.7 125.1
1-069 @~1358 Slope Fill 5/28/2010 8 5570 1-001 12.2 12.2 123 109.6 93 SIP10.7 125.1
1-070 @~1364 Slope Fill 5/28/2010 8 5567 1-001 13.4 13.4 122.4 107.9 92 SIP10.7 125.1
1-071 @~1370 Slope Fill 5/28/2010 8 5564 1-002 13.9 13.9 126.3 110.9 91 SIP11.2 124.5
1-072 @~1376 Slope Fill 5/28/2010 8 5563 1-001 15.3 15.3 122.8 106.5 91 SI 1-074F p10.7 125.1
1-073 @~1282 Slope Fill 5/28/2010 8 5571 1-003 15.4 15.4 127.4 110.4 96 SIP13.5 117.3
Wednesday, December 01, 2010 Page 6 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-074 @~1380 Slope Fill 5/28/2010 8 5562 1-002 14.2 14.2 134 117.3 94 SIP11.2 124.5
1-075 @~1386 Slope Fill 5/28/2010 8 5561 1-001 16 16 122.5 105.6 90 SI 1-078F p10.7 125.1
1-076 @~1354 Slope Fill 6/2/2010 8 5570 1-002 11.7 11.7 129.2 115.7 93 SIP11.2 124.5
1-077 @~1372 Slope Fill 6/2/2010 8 5568 1-001 9.9 9.9 125.6 114.3 92 SIP10.7 125.1
1-078 @~1384 Slope Fill 6/2/2010 8 5564 1-002 12.6 12.6 128.1 113.8 91 SIP11.2 124.5
1-079 @~1369 Slope Fill 6/3/2010 8 5571 1-003 13 13 127.6 112.9 96 SIP13.5 117.3
1-080 @~1362 Slope Fill 6/3/2010 8 5572 1-003 13.3 13.3 124.2 109.6 93 SIP13.5 117.3
1-081 @~1375 Slope Fill 6/3/2010 8 5569 1-003 9.2 9.2 119 109 93 SIF13.5 117.3
1-082 @~1384 Slope Fill 6/3/2010 8 5565 1-003 11.4 11.4 121 108.6 93 SIP13.5 117.3
1-083 @~1355 Slope Fill 6/3/2010 8 5574 1-003 13.1 13.1 126.4 111.8 95 SIP13.5 117.3
1-084 @~1283 Slope Fill 6/3/2010 8 5572 1-003 11.3 11.3 124.7 112 95 SIP13.5 117.3
1-085 @~1015 Slope Fill 6/3/2010 8 5574 1-003 13 13 127.8 113.1 96 SIP13.5 117.3
1-086 @~1380 Slope Fill 6/3/2010 8 5566 1-003 10.5 10.5 127.9 115.7 99 CLP13.5 117.3
1-087 @~1354 Slope Fill 6/3/2010 8 5575 1-003 15.6 15.6 126.4 109.3 93 CLP13.5 117.3
Wednesday, December 01, 2010 Page 7 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-088 @~1384 Slope Fill 6/3/2010 8 5567 1-003 13 13 122.9 108.8 93 CLP13.5 117.3
1-100 @~1379 Slope Fill 6/5/2010 8 5569 1-002 11 11 132.2 119.1 96 CLP11.2 124.5
1-101 @~1358 Slope Fill 6/5/2010 8 5577 1-002 10.8 10.8 132.7 119.8 96 CLP11.2 124.5
1-102 @~1282 Slope Fill 6/5/2010 8 5516 1-003 10.7 10.7 124.8 112.7 96 CLP13.5 117.3
1-103 @~1379 Slope Fill 6/5/2010 8 5570 1-003 14.6 14.6 128.3 112 95 CLP13.5 117.3
1-104 @~1014 Slope Fill 6/7/2010 8 5581 1-003 10.5 10.5 118 106.8 91 CLP13.5 117.3
1-105 @~1355 Slope Fill 6/7/2010 8 5579 1-003 11.5 11.5 117.7 105.6 90 CLP13.5 117.3
1-106 @~1303 Slope Fill 6/7/2010 8 5572 1-002 12.1 12.1 128.7 114.8 92 CLP11.2 124.5
1-107 @~1291 Slope Fill 6/7/2010 8 5571 1-003 14.2 14.2 124.7 109.2 93 CLP13.5 117.3
1-108 @~1303 Slope Fill 6/7/2010 8 5573 1-002 12.6 12.6 131.8 117.1 94 CLP11.2 124.5
1-109 @~1015 Slope Fill 6/7/2010 8 5582 1-003 11.9 11.9 119.4 106.7 91 CLP13.5 117.3
1-110 @~1291 Slope Fill 6/7/2010 8 5573 1-003 15.1 15.1 129.4 112.5 96 CLP13.5 117.3
1-111 @~1303 Slope Fill 6/8/2010 8 5574 1-002 11.3 11.3 127 114.1 92 CLP11.2 124.5
1-112 @~1291 Slope Fill 6/8/2010 8 5575 1-002 11.6 11.6 132.3 118.5 95 CLP11.2 124.5
Wednesday, December 01, 2010 Page 8 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-113 @~1291 Slope Fill 6/9/2010 8 5576 1-002 12.5 12.5 127.4 113.2 91 CLP11.2 124.5
1-114 @~1303 Slope Fill 6/9/2010 8 5577 1-002 11.6 11.6 129.2 115.8 93 CLP11.2 124.5
1-115 @~1291 Slope Fill 6/9/2010 8 5577 1-002 13.1 13.1 128.7 113.8 91 CLP11.2 124.5
1-116 @~1303 Slope Fill 6/9/2010 8 5580 1-002 11.2 11.2 126 113.3 91 CLP11.2 124.5
1-117 @~1236 Slope Fill 6/18/2010 8 5559 1-003 11.4 11.4 121.5 109.1 93 CLP13.5 117.3
1-118 20'NW of 1370 FG Floo 6/19/2010 8 2 1-001 7 7 134.1 125.3 100 CL 1-127F p10.7 125.1
1-119 20'NW of 1366 FG Floo 6/19/2010 8 2 1-001 8.6 8.6 124.9 115 92 CLP10.7 125.1
1-120 20'NW of 1362 FG Floo 6/19/2010 8 2 1-001 6.8 6.8 129.7 121.5 97 CL 1-128F p10.7 125.1
1-121 20'NW of 1358 FG Floo 6/19/2010 8 2 1-001 6.1 6.1 126.2 118.9 95 CL 1-129F p10.7 125.1
1-122 @~1236 Slope Fill 6/21/2010 8 5560 1-003 12.6 12.6 127.8 113.5 97 VHP13.5 117.3
1-123 @~1230 Slope Fill 6/21/2010 8 5558 1-006 10.6 10.6 130.9 118.4 96 VHP9.5 123.7
1-124 @~1238 Slope Fill 6/21/2010 8 5560 1-006 10.6 10.6 127 114.8 93 VHP9.5 123.7
1-125 @~1229 Slope Fill 6/22/2010 8 5558 1-006 10.5 10.5 133.2 120.5 97 VHP9.5 123.7
1-126 @~1234 Slope Fill 6/22/2010 8 5560 1-006 9.8 9.8 132.9 121 98 VHP9.5 123.7
Wednesday, December 01, 2010 Page 9 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-127 20'NW of 1370 FG Floo 6/24/2010 8 2 1-001 8.2 8.2 126.2 116.6 93 CLP10.7 125.1
1-128 20'NW of 1362 FG Floo 6/24/2010 8 2 1-001 9.2 9.2 134.6 122.3 98 CLP10.7 125.1
1-129 20'NW of 1358 FG Floo 6/24/2010 8 2 1-001 9.1 9.1 126.6 116 93 CLP10.7 125.1
1-130 20' E 1018 7/8/2010 6 1 1-006 9.1 9.1 125.1 114.6 93 VHP9.5 123.7
1-131 20' W 1019 7/8/2010 6 1 1-006 8.5 8.5 122 112.4 91 VHP9.5 123.7
1-132 20 E 1045 7/8/2010 6 1 1-006 8.8 8.8 121.8 111.9 90 VHP9.5 123.7
1-133 10' E 1047 7/8/2010 6 1 1-006 8.6 8.6 121.5 111.8 90 VHP9.5 123.7
1-134 10' W 1077 7/8/2010 6 1 1-006 9.2 9.2 121.9 111.6 90 VHP9.5 123.7
1-135 20' W 1076 7/8/2010 6 1 1-006 9.6 9.6 122.7 111.9 90 VHP9.5 123.7
1-136 20' E 1080 7/8/2010 6 1 1-006 8.8 8.8 121.9 112 91 VHP9.5 123.7
1-137 20' E 1079 7/8/2010 6 1 1-006 9.3 9.3 122.2 111.8 90 VHP9.5 123.7
1-138 10' E 1078 7/8/2010 6 1 1-006 8.8 8.8 122.6 112.6 91 VHP9.5 123.7
1-139 20' S 1075 7/9/2010 6 2 1-006 9.3 9.3 122.2 111.8 90 VHP9.5 123.7
1-140 20' E 1083 7/23/2010 6 1 1-006 9 9 122 111.9 90 VHP9.5 123.7
Wednesday, December 01, 2010 Page 10 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-141 25' E 1082 7/23/2010 6 1 1-006 9.2 9.2 121.8 111.5 90 VHP9.5 123.7
1-142 25' W 1051 7/23/2010 6 1 1-006 9.8 9.8 123.2 112.2 91 VHP9.5 123.7
1-143 10' W 1052 7/23/2010 6 1 1-006 10.2 10.2 122.9 111.5 90 VHP9.5 123.7
1-144 25 W 1043 7/23/2010 6 1 1-006 10 10 122.8 111.6 90 VHP9.5 123.7
1-145 10' W 1022 7/23/2010 6 1 1-006 9.5 9.5 122.3 111.7 90 VHP9.5 123.7
1-146 20' W 1021 7/23/2010 6 1 1-006 9.3 9.3 122 111.6 90 VHP9.5 123.7
1-147 10' W 1288 7/28/2010 6 2 1-006 7.3 7.3 120.4 112.2 91 VHP9.5 123.7
1-148 10' W 1289 7/28/2010 6 2 1-006 7.5 7.5 120.9 112.4 91 VHP9.5 123.7
1-149 25' S 1290 7/28/2010 6 2 1-007 7 7 121.1 113.1 91 VH 1-157F p11.7 122.4
1-150 10' E 1223 7/28/2010 6 2 1-006 7.8 7.8 120.7 111.9 90 VHP9.5 123.7
1-151 20' S 1222 7/28/2010 6 2 1-006 7.4 7.4 121.8 113.4 92 VHP9.5 123.7
1-152 20' E 1242 7/28/2010 6 2 1-006 7.9 7.9 120.8 111.9 90 VHP9.5 123.7
1-153 20' E 7/28/2010 6 2 1-006 7.5 7.5 121 112.5 91 VHP9.5 123.7
1-154 25' E 1072 7/28/2010 6 2 1-006 7.8 7.8 120.6 111.8 90 VHP9.5 123.7
Wednesday, December 01, 2010 Page 11 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-155 25' S 1073 7/28/2010 6 2 1-007 7.8 7.8 121.1 112.3 91 VH 1-156F p11.7 122.4
1-156 25' E 1083 7/28/2010 6 2 1-006 7.3 7.3 120.7 112.4 91 VHP9.5 123.7
1-157 20' W 1010 7/29/2010 6 2 1-006 8.1 8.1 120.9 111.8 90 VHP9.5 123.7
1-158 20' W 1023 7/29/2010 6 2 1-006 7.9 7.9 121.3 112.4 91 VHP9.5 123.7
1-159 20' W 1042 7/29/2010 6 2 1-006 8.3 8.3 121.5 112.1 91 VHP9.5 123.7
1-160 20' W 1053 7/29/2010 6 2 1-006 8.8 8.8 121.8 111.9 90 VHP9.5 123.7
1-161 20' W 1072 7/29/2010 6 2 1-006 9.1 9.1 121.7 111.5 90 VHP9.5 123.7
1-162 20' E 1084 7/29/2010 6 2 1-006 8.5 8.5 122 112.4 91 VHP9.5 123.7
1-163 10' W 1008 8/16/2010 6 2 1-006 9.1 9.1 121.7 111.5 90 VHP9.5 123.7
1-164 20' E 1026 8/16/2010 6 2 1-006 9.7 9.7 122.4 112.1 91 VHP9.5 123.7
1-165 20' E 1056 8/16/2010 6 2 1-006 9.5 9.5 122 111.4 90 VHP9.5 123.7
1-166 20' E 1086 8/16/2010 6 2 1-006 10 10 122.8 111.6 90 VHP9.5 123.7
1-167 25' W 1024 8/17/2010 6 2 1-006 9.1 9.1 121.9 111.7 90 VHP9.5 123.7
1-168 25' W 1041 8/16/2010 6 2 1-006 9.8 9.8 122.7 111.7 90 VHP9.5 123.7
Wednesday, December 01, 2010 Page 12 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-169 20' E 1070 8/16/2010 6 2 1-006 10.2 10.2 123.4 111.9 90 VHP9.5 123.7
1-170 20' E P- 1027 8/17/2010 6 2 1-006 9.4 9.4 122 111.5 90 VHP9.5 123.7
1-171 20' W P-1039 8/17/2010 6 2 1-006 9.8 9.8 122.4 111.4 90 VHP9.5 123.7
1-172 20' E P-1057 8/17/2010 6 2 1-006 9.2 9.2 122.3 111.9 90 VHP9.5 123.7
1-173 10' W P-1056 8/17/2010 6 2 1-006 9.7 9.7 122.6 111.7 90 VHP9.5 123.7
1-174 10' E P-1068 8/17/2010 6 2 1-006 9.1 9.1 123.2 112.9 91 VHP9.5 123.7
1-175 20' E P-1069 8/17/2010 6 2 1-006 9.8 9.8 122.8 111.8 90 VHP9.5 123.7
1-176 20' P 1007 8/17/2010 6 2 1-006 9.5 9.5 122.1 111.5 90 VHP9.5 123.7
1-177 10' E P-1005 8/21/2010 6 2 1-006 10 10 124.9 113.5 92 VHP9.5 123.7
1-178 20' W P-1028 8/21/2010 6 2 1-006 9.1 9.1 121.7 111.5 90 VHP9.5 123.7
1-179 20' E P-1036 8/21/2010 6 2 1-006 9.5 9.5 122.1 111.5 90 VHP9.5 123.7
1-180 10' E P-1037 8/21/2010 6 2 1-006 9.8 9.8 122.7 111.7 90 VHP9.5 123.7
1-181 10' W P-1340 8/28/2010 8 5566 1-002 11.3 11.3 126.8 113.9 91 VHP11.2 124.5
1-182 10' W P-1335 8/28/2010 8 5567 1-002 11.5 11.5 126.7 113.6 91 VHP11.2 124.5
Wednesday, December 01, 2010 Page 13 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-183 10' W P-1346 8/28/2010 8 5567 1-002 11 11 126 113.5 91 VHP11.2 124.5
1-184 10' W P-1342 8/28/2010 8 5568 1-002 11.7 11.7 126.6 113.3 91 VHP11.2 124.5
1-185 10' W P-1349 8/28/2010 8 5570 1-002 11.2 11.2 126.5 113.7 91 VHP11.2 124.5
1-186 10' E P-1430 9/2/2010 8 5567 1-002 10.8 10.8 124.8 112.6 90 VHP11.2 124.5
1-187 10' E P-1386 9/2/2010 8 5569 1-002 11.3 11.3 125 112.3 90 VHP11.2 124.5
1-188 10' SE P-1386 9/2/2010 8 5569 1-002 11.5 11.5 125.4 112.5 90 VHP11.2 124.5
1-189 0' NE P-1430 9/2/2010 8 5571 1-002 11 11 124.9 112.5 90 VHP11.2 124.5
1-190 25' E P-1409 9/2/2010 8 5575 1-002 11.2 11.2 125.3 112.7 91 VHP11.2 124.5
1-191 25' E P-1408 9/2/2010 8 5580 1-002 11.8 11.8 125.6 112.3 90 VHP11.2 124.5
1-192 40' E P-1406 9/2/2010 8 5590 1-002 12 12 126.3 112.8 91 VHP11.2 124.5
1-193 15' W P-1333 W-SLOPE 9/2/2010 8 5567 1-002 12.3 12.3 126.7 112.8 91 VHP11.2 124.5
1-194 15' W P-1329 W-SLOPE 9/2/2010 8 5567 1-002 12 12 126.5 112.9 91 VHP11.2 124.5
1-195 15' W P-1323 W-SLOPE 9/2/2010 8 5568 1-002 12.5 12.5 126.9 112.8 91 VHP11.2 124.5
1-196 15' W P-1327 W-SLOPE 9/2/2010 8 5568 1-002 12.1 12.1 126.8 113.1 91 VHP11.2 124.5
Wednesday, December 01, 2010 Page 14 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-197 10' W P-1347 9/3/2010 8 5598 1-002 11.4 11.4 126.6 113.6 91 VHP11.2 124.5
1-198 10' W P-1343 9/3/2010 8 5600 1-002 12 12 126.8 113.2 91 VHP11.2 124.5
1-199 10' W P-1337 9/3/2010 8 5602 1-002 12.2 12.2 126.2 112.5 90 VHP11.2 124.5
1-200 10' W P-1332 9/3/2010 8 5601 1-002 11.7 11.7 126.1 112.9 91 VHP11.2 124.5
1-201 10' W P-1330 9/3/2010 8 5604 1-002 11.1 11.1 125.8 113.2 91 VHP11.2 124.5
1-202 10' E P-1140 9/15/2010 6 2 1-006 10.4 10.4 124 112.3 91 VHP9.5 123.7
1-203 10' N P-1131 9/15/2010 6 2 1-006 10.1 10.1 124.3 112.9 91 VHP9.5 123.7
1-204 20' WP-1132 9/15/2010 6 2 1-006 10.8 10.8 124.6 112.5 91 VHP9.5 123.7
1-205 20' W P-1384 9/15/2010 6 2 1-006 10.5 10.5 123.9 112.1 91 VHP9.5 123.7
1-206 10' E P-1133 9/15/2010 6 2 1-006 11 11 124.4 112.1 91 VHP9.5 123.7
1-207 10' E P-1134 9/15/2010 6 2 1-006 10.5 10.5 124.1 112.3 91 VHP9.5 123.7
1-208 25' N P-1134 9/15/2010 6 2 1-006 10.3 10.3 123.8 112.2 91 VHP9.5 123.7
1-209 30' W P-1432 9/17/2010 8 5595 1-002 10.8 10.8 125.7 113.4 91 VHP11.2 124.5
1-210 30' W P-1309 9/17/2010 8 5585 1-002 11 11 125.5 113.1 91 VHP11.2 124.5
Wednesday, December 01, 2010 Page 15 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-211 30' W P-1431 9/17/2010 8 5580 1-002 10.5 10.5 125.3 113.4 91 VHP11.2 124.5
1-212 20' N P-1230 9/21/2010 6 2 1-006 10.4 10.4 123.6 112 91 VHP9.5 123.7
1-213 20' N P-1135 9/21/2010 6 2 1-006 10 10 123.2 112 91 VHP9.5 123.7
1-214 20' N P-1228 9/21/2010 6 2 1-006 11 11 123.9 111.6 90 VHP9.5 123.7
1-215 10' S P-1134 9/21/2010 6 2 1-006 10.8 10.8 124.1 112 91 VHP9.5 123.7
1-216 20'NW P-1226 9/21/2010 6 2 1-006 10.5 10.5 123.7 112 90 VHP9.5 123.7
1-217 25' W P-1421 9/30/2010 8 5585 1-002 11.3 11.3 126.8 113.9 92 VHP11.2 124.5
1-218 35' W P-1346 9/30/2010 8 5590 1-002 11.2 11.2 125.3 112.7 91 VHP11.2 124.5
1-219 15' W P-1342 9/30/2010 8 5580 1-002 12 12 126.8 113.2 91 VHP11.2 124.5
1-220 10' W P-1338 9/30/2010 8 5572 1-002 10.8 10.8 125.7 113.4 91 VHP11.2 124.5
1-221 40' W P-1335 9/30/2010 8 5600 1-002 12.7 12.7 129.8 115.2 93 VHP11.2 124.5
1-222 25' W -1329 9/30/2010 8 5588 1-002 12.6 12.6 129.5 115 92 VHP11.2 124.5
1-223 35' W P-1325 9/30/2010 8 5593 1-002 9.9 9.9 128 116.5 94 VHP11.2 124.5
1-224 30' W P-1321 9/30/2010 8 5590 1-002 11 11 128 115.3 93 VHP11.2 124.5
Wednesday, December 01, 2010 Page 16 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-225 25' W P-1316 9/30/2010 8 5592 1-002 11.8 11.8 127.1 113.7 91 VHP11.2 124.5
1-226 10' N P-1305 9/30/2010 8 5576 1-002 11.5 11.5 127.2 114.1 92 VHP11.2 124.5
1-227 20' N P-1304 9/30/2010 8 5586 1-002 11.3 11.3 126.3 113.5 91 VHP11.2 124.5
1-228 35' N P-1303 9/30/2010 8 5590 1-002 11.1 11.1 127.1 114.4 92 VHP11.2 124.5
1-229 30' N P-1302 9/30/2010 8 5588 1-002 11.1 11.1 126.8 114.1 92 VHP11.2 124.5
1-230 20' N P-1301 9/30/2010 8 5580 1-002 11.5 11.5 126.4 113.3 91 VHP11.2 124.5
1-231 25' N P-1139 10/2/2010 6 2 1-006 11.1 11.1 124 111.6 90 VHP9.5 123.7
1-232 25' N P-1138 10/2/2010 6 2 1-006 10.6 10.6 124.5 112.6 91 VHP9.5 123.7
1-233 25' N P-1137 10/2/2010 6 2 1-006 10.5 10.5 124.2 112.4 91 VHP9.5 123.7
1-234 10' N P-1151 10/2/2010 6 2 1-006 10 10 124.7 113.4 92 VHP9.5 123.7
1-235 10' N P-1152 10/2/2010 6 2 1-006 10.3 10.3 124.5 112.9 91 VHP9.5 123.7
1-236 10' N P-1153 10/2/2010 6 2 1-006 10.9 10.9 123.8 111.6 90 VHP9.5 123.7
1-237 10' W P-1140 10/4/2010 6 2 1-006 10.8 10.8 124.2 112.1 91 VHP9.5 123.7
1-238 10' W P-1141 10/4/2010 6 2 1-006 10 10 123.5 112.3 91 VHP9.5 123.7
Wednesday, December 01, 2010 Page 17 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-239 10' W P-1142 10/4/2010 6 2 1-006 10.5 10.5 123.8 112 91 VHP9.5 123.7
1-240 20' E P-1144 10/4/2010 6 2 1-006 11 11 124 111.7 90 VHP9.5 123.7
1-241 20' E P-1146 10/4/2010 6 2 1-006 10.5 10.5 123.6 111.9 90 VHP9.5 123.7
1-242 10' N P-1147 10/4/2010 6 2 1-006 10 10 123.2 112 91 VHP9.5 123.7
1-243 10' N P-1148 10/4/2010 6 2 1-006 10.3 10.3 123.7 112.1 91 VHP9.5 123.7
1-244 10' N P-1149 10/4/2010 6 2 1-006 10.2 10.2 123.2 111.8 90 VHP9.5 123.7
1-245 10' N P-1150 10/4/2010 6 2 1-006 10.6 10.6 123.5 111.7 90 VHP9.5 123.7
1-246 20' N P-1144 10/12/2010 6 1 1-006 10.2 10.2 123.5 112.1 90 VHP9.5 123.7
1-247 10' N P-1143 10/12/2010 6 1 1-006 10 10 123.8 112.5 91 VHP9.5 123.7
1-248 20' N P-1141 10/12/2010 6 1 1-006 10.5 10.5 123.6 111.9 90 VHP9.5 123.7
1-249 20' N P-1140 10/12/2010 6 1 1-006 10.1 10.1 124 112.6 91 VHP9.5 123.7
1-250 20' N P-1146 10/12/2010 6 1 1-006 9.9 9.9 123.9 112.7 91 VHP9.5 123.7
1-251 20' N P-1147 10/12/2010 6 1 1-006 10.3 10.3 123.7 112.1 91 VHP9.5 123.7
1-252 20' N P-1148 10/12/2010 6 1 1-006 10.2 10.2 123.8 112.3 91 VHP9.5 123.7
Wednesday, December 01, 2010 Page 18 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:1
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
General Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
1-253 20' N P-1149 10/12/2010 6 1 1-006 10.5 10.5 123.9 112.1 91 VHP9.5 123.7
1-254 20' N P-1150 10/12/2010 6 1 1-006 10 10 123.5 112.3 91 VHP9.5 123.7
1-255 10' N P-1311 11/8/2010 8 5601 1-006 10.2 10.2 123.5 112 91 VHP9.5 123.7
1-256 15' S P-1432 11/8/2010 8 5600 1-006 10 10 123.1 111.9 90 VHP9.5 123.7
1-257 15' S P-1310 11/8/2010 8 5602 1-006 10.5 10.5 123.7 111.9 90 VHP9.5 123.7
Wednesday, December 01, 2010 Page 19 of 19
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-001 EG: ~50' NW of #1213 6/24/2010 8 5578 1-002 12.7 12.7 129.8 115.2 93 SIP11.2 124.5
2-002 EG: ~40' NW of #1209 6/24/2010 8 5583 1-002 13.2 13.2 128 113.1 91 SIP11.2 124.5
2-003 Int Slope:@ ~#1229 6/24/2010 8 5558 1-002 10.8 10.8 129.7 117.1 94 SIP11.2 124.5
2-004 Int Slope:@ ~#1238 6/24/2010 8 5561 1-002 11.7 11.7 130.6 116.9 94 SIP11.2 124.5
2-005 Int Slope:@ ~#1234 6/24/2010 8 5560 1-002 10.4 10.4 128.5 116.4 93 SIP11.2 124.5
2-006 Upper Grade:~30' N of #1 6/25/2010 8 5578 1-002 12.6 12.6 129.5 115 92 SIP11.2 124.5
2-007 Upper Grade:~40' N of #1 6/25/2010 8 5581 1-002 12.2 12.2 135.1 120.4 97 SIP11.2 124.5
2-008 Upper Grade:~20' N of #1 6/25/2010 8 5579 1-002 11.4 11.4 130.7 117.3 94 SIP11.2 124.5
2-009 Int Slope:@ ~#1230 6/25/2010 8 5558 1-002 12.2 12.2 133.4 118.9 96 SIP11.2 124.5
2-010 Int Slope:@ ~#1237 6/25/2010 8 5562 1-002 10.7 10.7 127.2 114.9 92 SIP11.2 124.5
2-011 Upper Grade:~10' N of #1 6/26/2010 8 5578 1-002 10.8 10.8 133.5 120.5 97 SIP11.2 124.5
2-012 Upper Grade:~20' N of #1 6/26/2010 8 5580 1-002 9.9 9.9 128 116.5 94 SIP11.2 124.5
2-013 Upper Grade:~30' N of #1 6/26/2010 8 5580 1-002 8.9 8.9 129.5 118.9 96 SIP11.2 124.5
2-014 Int Slope:@ ~#1236 6/26/2010 8 5562 1-002 10.2 10.2 128.4 116.5 94 SIP11.2 124.5
Saturday, November 20, 2010 Page 1 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-015 Int Slope:@ ~#1232 6/26/2010 8 5560 1-002 11 11 126.3 113.8 91 SIP11.2 124.5
2-016 nt Slope:~20' E of #1237 6/28/2010 8 5564 1-002 9.8 9.8 131.4 119.7 96 VHP11.2 124.5
2-017 nt Slope:~10' W of #1230 6/28/2010 8 5561 1-002 10.4 10.4 129.5 117.3 94 VHP11.2 124.5
2-018 ottom Prep:~40' NW of #6/28/2010 8 5570 1-002 10.9 10.9 124.7 112.4 90 VHP11.2 124.5
2-019 Bottom Prep:~15' N of #1 6/28/2010 8 5575 1-002 11.4 11.4 126.7 113.7 91 VHP11.2 124.5
2-020 ~15' E of 1235 6/29/2010 8 5565 1-002 11.9 11.9 127.2 113.7 91 VHP11.2 124.5
2-021 ~@ 1233 6/29/2010 8 5565 1-002 11.5 11.5 127.7 114.5 92 VHP11.2 124.5
2-022 ~@ 1215 6/29/2010 8 5578 1-002 11 11 128 115.3 92 VHP11.2 124.5
2-023 ~@ 1221 6/29/2010 8 5570 1-002 10.8 10.8 128.3 115.8 93 VHP11.2 124.5
2-024 ~10' W of 1211 6/29/2010 8 5580 1-002 11.3 11.3 127.9 115 92 VHP11.2 124.5
2-025 ~130'N of 1219 6/29/2010 8 5572 1-002 12 12 127.5 113.8 91 VHP11.2 124.5
2-026 ~100'N of 1215 6/29/2010 8 5578 1-002 11.7 11.7 127.3 114 92 VHP11.2 124.5
2-027 10' E of 1214 6/30/2010 8 5581 1-002 5.4 5.4 115.3 109.4 88 VH 2-034F p11.2 124.5
2-028 10' W of 1209 6/30/2010 8 5583 1-002 6.1 6.1 114.6 108 86 VH 2-035F p11.2 124.5
Saturday, November 20, 2010 Page 2 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-029 10' E 1234 6/30/2010 8 5564 1-002 11.7 11.7 128.2 114.7 92 VHP11.2 124.5
2-030 10' W of 1210 6/30/2010 8 5582 1-002 12.2 12.2 128 114 92 VHP11.2 124.5
2-031 10' W of 1231 6/30/2010 8 5580 1-002 11.6 11.6 127.6 114.3 92 VHP11.2 124.5
2-032 20' E of 1218 6/30/2010 8 5573 1-002 11.8 11.8 127.1 113.7 91 VHP11.2 124.5
2-033 10' W of 1219 6/30/2010 8 5574 1-002 10.9 10.9 127.4 114.9 92 VHP11.2 124.5
2-034 10' E of 1214 6/30/2010 8 5581 1-002 11 11 127 114.5 92 VHP11.2 124.5
2-035 10' E of 1209 6/30/2010 8 5583 1-002 11.3 11.3 127.5 114.5 92 VHP11.2 124.5
2-036 10' E of 1209 6/30/2010 8 5584 1-002 11.8 11.8 126 113.4 91 VHP11.2 124.5
2-037 ~10'E of 1216 6/30/2010 8 5572 1-002 12.3 12.3 128.3 114.2 92 VHP11.2 124.5
2-038 30' NE of 1219 7/1/2010 8 5572 1-002 13.3 13.3 131.3 115.9 93 VHP11.2 124.5
2-039 20' E 1212 7/1/2010 8 5581 1-002 12.3 12.3 128.7 114.6 92 VHP11.2 124.5
2-040 30. E 1237 7/1/2010 8 5567 1-002 10.7 10.7 127.8 115.4 93 VHP11.2 124.5
2-041 20' E 1231 7/1/2010 8 5564 1-002 11.5 11.5 127.2 114.1 92 VHP11.2 124.5
2-042 40 W 1221 7/1/2010 8 5571 1-002 10.4 10.4 127 115 92 VHP11.2 124.5
Saturday, November 20, 2010 Page 3 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-043 10' W 1211 7/1/2010 8 5582 1-002 10.5 10.5 127.3 115.2 92 VHP11.2 124.5
2-044 30' N 1216 7/1/2010 8 5577 1-002 11.6 11.6 126.8 13.6 91 VHP11.2 124.5
2-045 30' W & 15N 1221 7/1/2010 8 5569 1-002 10.5 10.5 126.5 114.5 92 VHP11.2 124.5
2-046 30 W 1237 7/1/2010 8 5567 1-002 11 11 127.3 114.7 92 VHP11.2 124.5
2-047 ~1238 7/1/2010 8 5565 1-002 10.8 10.8 127.7 115.2 93 VHP11.2 124.5
2-048 20' NE 1218 7/2/2010 8 5572 1-007 11.2 11.2 126.7 113.9 93 VHP11.7 122.4
2-049 20' NW 1215 7/2/2010 8 5579 1-007 11.5 11.5 126.1 113.1 92 VHP11.7 122.4
2-050 20' E 1233 7/2/2010 8 5565 1-002 11 11 126.9 114.3 92 VHP11.2 124.5
2-051 5' E 1237 7/2/2010 8 5568 1-002 11.1 11.1 127.2 114.5 92 VHP11.2 124.5
2-052 10' E & 25 N 1216 7/2/2010 8 5580 1-007 12.2 12.2 129.9 112.2 92 VHP11.7 122.4
2-053 25 N 1217 7/2/2010 8 5575 1-007 12.7 12.7 125.5 111.3 91 VHP11.7 122.4
2-054 40 N 1212 7/2/2010 8 5584 1-007 12.1 12.1 125.9 112.3 92 VHP11.7 122.4
2-055 40 N 1215 7/2/2010 8 5579 1-007 12.5 12.5 125.3 111.3 91 VHP11.7 122.4
2-056 30 N 1219 7/2/2010 8 5575 1-007 11.9 11.9 126 112.6 92 VHP11.7 122.4
Saturday, November 20, 2010 Page 4 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-057 20' W 1232 7/6/2010 8 5565 1-002 10.8 10.8 126.4 114 92 VHP11.2 124.5
2-058 10' E 1234 7/6/2010 8 5566 1-002 11.3 11.3 126.3 113.4 91 VHP11.2 124.5
2-059 1217 7/6/2010 8 5578 1-007 12.4 12.4 125.3 111.5 91 VHP11.7 122.4
2-060 1212 7/6/2010 8 5584 1-007 12.7 12.7 125.7 111.5 91 VHP11.7 122.4
2-061 35' NW 1221 7/6/2010 8 5570 1-007 11.8 11.8 124.5 112.1 91 VHP11.7 122.4
2-062 50' NW 1219 7/6/2010 8 5574 1-007 13.1 13.1 124.9 110.4 90 VHP11.7 122.4
2-063 ~1237 7/6/2010 8 5568 1-002 11 11 126 113.5 91 VHP11.2 124.5
2-064 ~ 40' N 1222 7/7/2010 8 5566 1-007 12.3 12.3 125.8 112 91 VHP11.7 122.4
2-065 ~ 20' N 1223 7/7/2010 8 5566 1-007 12 12 125.2 111.7 91 VHP11.7 122.4
2-066 ~ 35' NW 1217 7/7/2010 8 5576 1-007 11.9 11.9 124.8 111.5 91 VHP11.7 122.4
2-067 ~ 10 NW 1212 7/7/2010 8 5586 1-007 12.2 12.2 125.5 111.8 91 VHP11.7 122.4
2-068 ~ 1231 7/7/2010 8 5566 1-002 10.5 10.5 126.9 114.8 92 VHP11.2 124.5
2-069 ~1233 7/7/2010 8 5569 1-002 11.1 11.1 127.1 114.4 92 VHP11.2 124.5
2-070 ~ 1239 7/7/2010 8 5561 1-002 11.4 11.4 126.8 113.8 91 VHP11.2 124.5
Saturday, November 20, 2010 Page 5 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-071 ~ 1245 7/7/2010 8 5564 1-002 11.6 11.6 127.3 114 92 VHP11.2 124.5
2-072 40' N 1210 7/7/2010 8 5590 1-007 10.5 10.5 126 114 93 VHP11.7 122.4
2-073 50' N 1214 7/7/2010 8 5583 1-007 11.1 11.1 126.3 113.6 93 VHP11.7 122.4
2-074 15' W 1241 7/8/2010 8 5564 1-002 10.9 10.9 126.5 114.1 92 VHP11.2 124.5
2-075 10' W 1246 7/8/2010 8 5564 1-002 11.1 11.1 126.8 114.1 92 VHP11.2 124.5
2-076 30' NW 1219 7/8/2010 8 5576 1-001 12.3 12.3 125.9 112.1 90 VHP10.7 125.1
2-077 20' NE 1212 7/8/2010 8 5588 1-007 12 12 126.3 112.8 92 VHP11.7 122.4
2-078 ~1244 7/8/2010 8 5565 1-002 11.7 11.7 126.2 113 91 VHP11.2 124.5
2-079 ~1241 7/8/2010 8 5564 1-002 12.1 12.1 126.8 113.5 93 VHP11.2 124.5
2-080 ~1239 7/8/2010 8 5564 1-007 12 12 127.1 113.5 93 VHP11.7 122.4
2-081 55' N 1219 7/8/2010 8 5575 1-007 11.3 11.3 125.7 112.9 92 VHP11.7 122.4
2-082 25' N 1217 7/8/2010 8 5578 1-007 11.7 11.7 125.5 112.4 92 VHP11.7 122.4
2-083 20' N 1210 7/8/2010 8 5590 1-007 11.1 11.1 125.2 112.7 92 VHP11.7 122.4
2-084 30' N 1210 7/9/2010 8 5590 1-007 12.4 12.4 125.3 111.5 91 VHP11.7 122.4
Saturday, November 20, 2010 Page 6 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-085 25' N 1212 7/9/2010 8 5588 1-007 12 12 126.1 112.6 92 VHP11.7 122.4
2-086 30' NE 1209 7/9/2010 8 5576 1-007 11.8 11.8 125.7 112.4 92 VHP11.7 122.4
2-087 ~1240 7/9/2010 8 5565 1-002 11.7 11.7 125.9 112.7 91 VHP11.2 124.5
2-088 ~1244 7/9/2010 8 5566 1-002 11.5 11.5 126.4 113.4 91 VHP11.2 124.5
2-089 ~1239 7/9/2010 8 5566 1-002 12 12 126.1 112.6 90 VHP11.2 124.5
2-090 ~1246 7/9/2010 8 5567 1-002 12.6 12.6 126.9 112.7 91 VHP11.2 124.5
2-091 ~1242 7/9/2010 8 5566 1-002 12.3 12.3 127.3 113.4 91 VHP11.2 124.5
2-092 ~1229 7/10/2010 8 5564 1-002 11.4 11.4 127.1 114.1 92 VHP11.2 124.5
2-093 ~1231 7/10/2010 8 5568 1-002 10.9 10.9 126.9 114.4 92 VHP11.2 124.5
2-094 ~1235 7/10/2010 8 5572 1-002 11.2 11.2 126.9 114.1 92 VHP11.2 124.5
2-095 ~1238 7/10/2010 8 5565 1-002 11 11 127.3 114.7 92 VHP11.2 124.5
2-096 ~1241 7/10/2010 8 5566 1-002 11.9 11.9 127.5 113.9 91 VHP11.2 124.5
2-097 ~1246 7/10/2010 8 5565 1-002 11.5 11.5 127.3 114.2 92 VHP11.2 124.5
2-098 20' N 1211 7/10/2010 8 5589 1-002 10.7 10.7 127 114.7 92 VHP11.2 124.5
Saturday, November 20, 2010 Page 7 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-099 20' N 1213 7/10/2010 8 5589 1-002 10.5 10.5 127.8 115.7 93 VHP11.2 124.5
2-100 ~1239 7/10/2010 8 5566 1-002 11.8 11.8 126.2 112.9 91 VHP11.2 124.5
2-101 30' N 1221 7/10/2010 8 5572 1-002 11.5 11.5 126.7 113.6 91 VHP11.2 124.5
2-102 25' N 1215 7/12/2010 8 5582 1-002 11.7 11.7 127.3 114 91 VHP11.2 124.5
2-103 20' N1217 7/12/2010 8 5579 1-002 10.9 10.9 127.8 115.2 93 VHP11.2 124.5
2-104 25' N 1210 7/12/2010 8 5591 1-002 11 11 127.5 114.9 92 VHP11.2 124.5
2-105 30' N 1214 7/12/2010 8 5585 1-002 11.5 11.5 127.9 114.7 92 VHP11.2 124.5
2-106 30' N 1211 7/12/2010 8 5589 1-002 11.2 11.2 127 114.2 92 VHP11.2 124.5
2-107 ~1247 7/12/2010 8 5569 1-002 12.2 12.2 126.7 112.9 91 VHP11.2 124.5
2-108 ~1243 7/12/2010 8 5571 1-002 11.1 11.1 126.5 113.9 91 VHP11.2 124.5
2-109 ~1236 7/12/2010 8 5570 1-002 11.7 11.7 126.9 113.6 91 VHP11.2 124.5
2-110 ~1238 7/12/2010 8 5569 1-002 12.3 12.3 126.8 112.9 91 VHP11.2 124.5
2-111 ~1246 7/12/2010 8 5573 1-002 11.6 11.6 127.1 113.9 91 VHP11.2 124.5
2-112 30' NE 1221 7/12/2010 8 5572 1-002 12.3 12.3 127.3 113.4 91 VHP11.2 124.5
Saturday, November 20, 2010 Page 8 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-113 20' NE 1223 7/12/2010 8 5573 1-002 11.5 11.5 126.9 113.8 91 VHP11.2 124.5
2-114 ~1238 7/12/2010 8 5570 1-002 10.5 10.5 126.1 114.1 92 VHP11.2 124.5
2-115 ~1246 7/13/2010 8 5574 1-002 11.5 11.5 125.8 112.8 91 VHP11.2 124.5
2-116 ~1239 7/13/2010 8 5572 1-002 11.8 11.8 126.4 113.1 91 VHP11.2 124.5
2-117 ~1238 7/13/2010 8 5572 1-002 12.1 12.1 126.3 112.7 91 VHP11.2 124.5
2-118 ~1232 7/13/2010 8 5573 1-002 11.8 11.8 126.9 113.5 91 VHP11.2 124.5
2-119 ~1232 7/13/2010 8 5574 1-002 12 12 126 112.5 90 VHP11.2 124.5
2-120 ~1244 7/13/2010 8 5574 1-002 10.2 10.2 126.8 115.1 92 VHP11.2 124.5
2-121 ~1222 7/13/2010 8 5571 1-002 10.8 10.8 126.1 113.8 91 VHP11.2 124.5
2-122 ~1220 7/14/2010 8 5578 1-002 11.7 11.7 126.5 113.2 91 VHP11.2 124.5
2-123 40' NE 1219 7/14/2010 8 5579 1-002 11 11 126 113.5 91 VHP11.2 124.5
2-124 40' N 1217 7/14/2010 8 5580 1-002 11.9 11.9 126.7 113.2 91 VHP11.2 124.5
2-125 50' N 1215 7/14/2010 8 5583 1-002 11.9 11.9 126.3 112.9 91 VHP11.2 124.5
2-126 ~1246 7/14/2010 8 5573 1-002 10.8 10.8 126.9 114.5 92 VHP11.2 124.5
Saturday, November 20, 2010 Page 9 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-127 ~1247 7/14/2010 8 5574 1-002 10.5 10.5 127.8 115.7 93 VHP11.2 124.5
2-128 ~1246 7/14/2010 8 5576 1-002 12.1 12.1 126.5 112.8 91 VHP11.2 124.5
2-129 ~1247 7/14/2010 8 5576 1-002 11.8 11.8 126.8 113.4 91 VHP11.2 124.5
2-130 ~1246 7/15/2010 8 5577 1-002 10.8 10.8 126.7 114.4 92 VHP11.2 124.5
2-131 ~1247 7/15/2010 8 5577 1-002 10.8 10.8 127 114.6 92 VHP11.2 124.5
2-132 ~1246 7/15/2010 8 5578 1-002 11.2 11.2 127.3 114.5 92 VHP11.2 124.5
2-133 ~1247 7/15/2010 8 5578 1-002 11.4 11.4 127.1 114.1 92 VHP11.2 124.5
2-134 ~1237 7/15/2010 8 5576 1-002 12.4 12.4 126.5 112.5 90 VHP11.2 124.5
2-135 ~1243 7/15/2010 8 5575 1-002 11.4 11.4 126.8 113.8 91 VHP11.2 124.5
2-136 30' NE 1220 7/16/2010 8 5571 1-002 10.8 10.8 127.1 114.7 92 VHP11.2 124.5
2-137 10' NE 1217 7/16/2010 8 5579 1-002 11.3 11.3 126.7 113.8 91 VHP11.2 124.5
2-138 20' NE 1215 7/16/2010 8 5583 1-002 12 12 127.3 113.7 91 VHP11.2 124.5
2-139 25' NE 1214 7/16/2010 8 5586 1-002 10.7 10.7 127 114.7 92 VHP11.2 124.5
2-140 SLOPE TOE @ 1243 7/16/2010 8 5576 1-002 11.5 11.5 126.9 113.8 91 VHP11.2 124.5
Saturday, November 20, 2010 Page 10 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-141 SLOPE TOE @ 1241 7/16/2010 8 5576 1-002 10.9 10.9 127.5 115 92 VHP11.2 124.5
2-142 SLOPE TOE @ 1240 7/16/2010 8 5577 1-002 12 12 127.1 113.5 91 VHP11.2 124.5
2-143 60' N by 30' W of #1222 7/20/2010 8 5571 1-002 8.7 8.7 124 114.1 92 SIP11.2 124.5
2-144 60' N by 30' W of #1222 7/20/2010 8 5585 1-002 9.8 9.8 125.2 114 92 SIP11.2 124.5
2-145 60' N by 30' W of #1222 7/20/2010 8 5582 1-002 10.6 10.6 126.1 114 92 SIP11.2 124.5
2-146 40' NE 1220 7/22/2010 8 5582 1-002 10.7 10.7 126.9 114.6 92 VHP11.2 124.5
2-147 30' N 1217 7/22/2010 8 5583 1-002 10.5 10.5 127.3 115.2 93 VHP11.2 124.5
2-148 25' N 1210 7/22/2010 8 5595 1-002 11.7 11.7 127 113.7 91 VHP11.2 124.5
2-149 30' N 1212 7/22/2010 8 5593 1-002 11 11 126.5 114 92 VHP11.2 124.5
2-150 25' N 1214 7/22/2010 8 5590 1-002 11.3 11.3 126.8 113.9 91 VHP11.2 124.5
2-151 25' N 120 7/23/2010 8 5577 1-002 11.5 11.5 126.7 113.6 91 VHP11.2 124.5
2-152 30' N 1218 7/23/2010 8 5583 1-002 10.8 10.8 126.3 114 92 VHP11.2 124.5
2-153 40' N 1215 7/23/2010 8 5589 1-002 10.5 10.5 126 114 92 VHP11.2 124.5
2-154 30' E & 60' N 1220 7/23/2010 8 5572 1-002 11 11 126.1 113.6 91 VHP11.2 124.5
Saturday, November 20, 2010 Page 11 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-155 30' N 1219 7/23/2010 8 5584 1-002 11.2 11.2 126.3 113.6 91 VHP11.2 124.5
2-156 25' N 1218 7/23/2010 8 5584 1-002 12.1 12.1 126.5 112.8 90 VHP11.2 124.5
2-157 40' N 1217 7/23/2010 8 5584 1-002 11.7 11.7 125.8 112.6 90 VHP11.2 124.5
2-158 30 ' N 1220 7/26/2010 8 5581 1-002 11.4 11.4 126.6 113.6 91 VHP11.2 124.5
2-159 25' N 1219 7/26/2010 8 5583 1-002 11.9 11.9 126.2 112.8 91 VHP11.2 124.5
2-160 35' N 1217 7/26/2010 8 5584 1-002 11.5 11.5 126.9 113.8 91 VHP11.2 124.5
2-161 25' N 1215 7/26/2010 8 5586 1-002 11.2 11.2 127.1 114.3 92 VHP11.2 124.5
2-162 40' N 1214 7/26/2010 8 5589 1-002 12 12 126.8 113.2 91 VHP11.2 124.5
2-163 25' N 1212 7/26/2010 8 5592 1-002 11.3 11.3 126.5 113.7 91 VHP11.2 124.5
2-164 25' N 1214 7/26/2010 8 5591 1-002 12.1 12.1 126.7 113 91 VHP11.2 124.5
2-165 30 ' N 1211 7/26/2010 8 5594 1-002 12 12 127 113.4 91 VHP11.2 124.5
2-166 60' N 1218 7/26/2010 8 5573 1-002 10.9 10.9 126.8 114.3 92 VHP11.2 124.5
2-167 60' N 1211 7/26/2010 8 5580 1-002 10.5 10.5 126 114 92 VHP11.2 124.5
2-168 60' N 1221 7/27/2010 8 5573 1-002 11.6 11.6 126 112.9 91 VHP11.2 124.5
Saturday, November 20, 2010 Page 12 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-169 25' N 1217 7/27/2010 8 5574 1-002 10.9 10.9 125.8 113.4 91 VHP11.2 124.5
2-170 65 N 1219 7/27/2010 8 5574 1-002 11.2 11.2 126.3 113.6 91 VHP11.2 124.5
2-171 60' N 1214 7/27/2010 8 5582 1-002 11.5 11.5 126.8 113.7 91 VHP11.2 124.5
2-172 60' N 1217 7/27/2010 8 5574 1-002 10.5 10.5 125.7 113.8 91 VHP11.2 124.5
2-173 25' N 1212 7/27/2010 8 5594 1-002 12.2 12.2 126.2 112.5 90 VHP11.2 124.5
2-174 50'N 1211 7/27/2010 8 5580 1-002 12 12 126.9 113.3 91 VHP11.2 124.5
2-175 25' N 1211 7/27/2010 8 5595 1-002 11.7 11.7 126.1 112.9 91 VHP11.2 124.5
2-176 50'N 1221 7/28/2010 8 5582 1-002 10.5 10.5 125 113.1 91 VHP11.2 124.5
2-177 65' N 1214 7/28/2010 8 5581 1-002 10.3 10.3 124.8 113.1 91 VHP11.2 124.5
2-178 50'N 1220 7/28/2010 8 5585 1-002 11 11 125.3 112.8 91 VHP11.2 124.5
2-179 65' N 1215 7/28/2010 8 5584 1-002 10.7 10.7 124.9 112.8 91 VHP11.2 124.5
2-180 40' N 1219 7/28/2010 8 5587 1-002 10.8 10.8 124.6 112.4 90 VHP11.2 124.5
2-181 60' N 1221 7/28/2010 8 5580 1-002 11.2 11.2 125.1 112.5 90 VHP11.2 124.5
2-182 60' N 1217 7/28/2010 8 5589 1-002 11.5 11.5 125.5 112.5 90 VHP11.2 124.5
Saturday, November 20, 2010 Page 13 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-183 60' N 1219 7/28/2010 8 5578 1-002 11.9 11.9 126.1 112.6 90 VHP11.2 124.5
2-184 30 ' N 1215 7/28/2010 8 5594 1-002 11.7 11.7 126.4 113.1 91 VHP11.2 124.5
2-185 60' N1217 7/28/2010 8 5578 1-002 11.1 11.1 125.8 113.2 91 VHP11.2 124.5
2-186 50' N 1214 7/28/2010 8 5592 1-002 11 11 126.2 113.6 91 VHP11.2 124.5
2-187 50' N 1220 7/29/2010 8 5586 1-002 11 11 125.3 112.9 91 VHP11.2 124.5
2-188 60' N 1217 7/29/2010 8 5590 1-002 11.5 11.5 125.5 112.6 90 VHP11.2 124.5
2-189 30 ' N 1215 7/29/2010 8 5595 1-002 12.1 12.1 126.7 113 91 VHP11.2 124.5
2-190 45' N 1221 7/29/2010 8 5583 1-002 10.5 10.5 126 114 92 VHP11.2 124.5
2-191 70' N 1210 7/29/2010 8 5584 1-002 11.4 11.4 125.8 112.9 91 VHP11.2 124.5
2-192 70' N 1214 7/29/2010 8 5583 1-002 12 12 126.1 112.6 90 VHP11.2 124.5
2-193 40' N 1219 7/29/2010 8 5589 1-002 11.3 11.3 126.3 113.5 91 VHP11.2 124.5
2-194 35 ' N 1211 7/29/2010 8 5575 1-002 10.8 10.8 125.7 113.4 91 VHP11.2 124.5
2-195 30 ' N 1212 7/29/2010 8 5593 1-002 12.5 12.5 126.5 112.4 90 VHP11.2 124.5
2-196 90' N 1221 7/30/2010 8 5578 1-002 11.8 11.8 125.8 112.5 90 VHP11.2 124.5
Saturday, November 20, 2010 Page 14 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-197 90' N 1218 7/30/2010 8 5584 1-002 11 11 126.3 113.8 91 VHP11.2 124.5
2-198 40' N 1219 7/30/2010 8 5584 1-002 10.8 10.8 126.1 113.8 91 VHP11.2 124.5
2-199 40' N 1212 7/30/2010 8 5594 1-002 10.5 10.5 125.7 113.8 91 VHP11.2 124.5
2-200 40' N 1217 7/30/2010 8 5587 1-002 10.9 10.9 126.4 114 92 VHP11.2 124.5
2-201 10' N 1173 7/30/2010 8 5589 1-002 11.2 11.2 126 113.3 91 VHP11.2 124.5
2-202 80' N 1210 7/30/2010 8 5588 1-002 11 11 126.9 114.3 92 VHP11.2 124.5
2-203 50' N 1179 7/30/2010 8 5585 1-002 11.1 11.1 126.7 114 92 VHP11.2 124.5
2-204 40' N 1175 7/30/2010 8 5590 1-002 10.7 10.7 125.8 113.6 91 VHP11.2 124.5
2-205 30 ' N 1173 7/30/2010 8 5583 1-002 10.5 10.5 125.9 113.9 91 VHP11.2 124.5
2-206 10' N 1179 7/30/2010 8 5591 1-002 10.8 10.8 126.5 114.2 92 VHP11.2 124.5
2-207 10' S 1226 7/30/2010 8 5559 1-002 10.9 10.9 126 113.6 91 VHP11.2 124.5
2-208 10' S 1408 7/30/2010 8 5559 1-002 11.1 11.1 126.2 113.6 91 VHP11.2 124.5
2-209 1406 7/31/2010 8 5560 1-002 12.4 12.4 126.9 112.9 91 VHP11.2 124.5
2-210 1225 7/31/2010 8 5561 1-002 12.7 12.7 126.8 112.5 90 VHP11.2 124.5
Saturday, November 20, 2010 Page 15 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-211 1409 7/31/2010 8 5562 1-002 11.8 11.8 126.8 113.4 91 VHP11.2 124.5
2-212 1428 7/31/2010 8 5562 1-002 11.5 11.5 126.5 113.5 91 VHP11.2 124.5
2-213 20' W 1434 7/31/2010 8 5582 1-002 11.7 11.7 126.3 113.1 91 VHP11.2 124.5
2-214 1158 7/31/2010 8 5583 1-002 11.2 11.2 126.9 114.1 92 VHP11.2 124.5
2-215 1433 7/31/2010 8 5584 1-002 11 11 126 113.5 91 VHP11.2 124.5
2-216 10' S 1165 8/3/2010 8 5588 1-002 11.5 11.5 126.7 113.6 91 VHP11.2 124.5
2-217 10' S 1160 8/3/2010 8 5587 1-002 12.1 12.1 126.9 113.2 91 VHP11.2 124.5
2-218 10' S 1173 8/3/2010 8 5591 1-002 11.8 11.8 126.3 113 91 VHP11.2 124.5
2-219 10' S 8/3/2010 8 5576 1-002 11 11 126.1 113.6 91 VHP11.2 124.5
2-220 20' N 1160 8/3/2010 8 5577 1-002 12.2 12.2 126.8 113 91 VHP11.2 124.5
2-221 20' N 1173 8/3/2010 8 5578 1-002 11.8 11.8 126.5 113.1 91 VHP11.2 124.5
2-222 20' S 1233 8/3/2010 8 5583 1-002 11.2 11.2 126.8 114 92 VHP11.2 124.5
2-223 20' S 8/3/2010 8 5586 1-002 11 11 126.5 114 92 VHP11.2 124.5
2-224 10' S 1198 8/3/2010 8 5586 1-002 11.6 11.6 126 112.9 91 VHP11.2 124.5
Saturday, November 20, 2010 Page 16 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-225 5' W P-1181 8/16/2010 8 5595 1-002 12.7 12.7 126.8 112.5 90 VHP11.2 124.5
2-226 5' W P-1177 8/16/2010 8 5595 1-002 11.8 11.8 126 112.7 91 VHP11.2 124.5
2-227 10' N P-1176 8/16/2010 8 5588 1-002 11.5 11.5 126.4 113.4 91 VHP11.2 124.5
2-228 5' W P-1169 8/16/2010 8 5592 1-002 11 11 126.1 113.6 91 VHP11.2 124.5
2-229 25' N P-1169 8/16/2010 8 5587 1-002 11.3 11.3 126.3 113.5 91 VHP11.2 124.5
2-230 10' N P-1169 8/17/2010 8 5588 1-002 11.8 11.8 126 112.7 91 VHP11.2 124.5
2-231 10' W P-1177 8/17/2010 8 5596 1-002 11.2 11.2 126.9 114.1 92 VHP11.2 124.5
2-232 25' N P-1169 8/17/2010 8 5588 1-002 10.5 10.5 125.7 113.8 91 VHP11.2 124.5
2-233 10' W P-1181 8/17/2010 8 5595 1-002 10.8 10.8 126.5 114.1 92 VHP11.2 124.5
2-234 5' S P-1170 8/17/2010 8 5588 1-002 12.5 12.5 126.5 112.4 90 VHP11.2 124.5
2-235 25' N P-1174 8/17/2010 8 5589 1-002 11 11 125.3 112.9 91 VHP11.2 124.5
2-236 15' N P-1164 8/17/2010 8 5588 1-002 10.3 10.3 124.8 113.1 91 VHP11.2 124.5
2-237 15' E P-1193 8/17/2010 8 5594 1-002 11.4 11.4 126.6 113.6 91 VHP11.2 124.5
2-238 5' S P-1181 8/18/2010 8 5597 1-002 11 11 125.3 112.9 91 VHP11.2 124.5
Saturday, November 20, 2010 Page 17 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-239 15' N P-1196 8/18/2010 8 5594 1-002 10.3 10.3 125.9 114.1 92 VHP11.2 124.5
2-240 10' S P-1176 8/18/2010 8 5596 1-002 11.5 11.5 126.5 113.5 91 VHP11.2 124.5
2-241 10' N P-1189 8/18/2010 8 5589 1-002 11.2 11.2 126 113.3 91 VHP11.2 124.5
2-242 15' N P-1176 8/18/2010 8 5590 1-002 10.5 10.5 125.7 113.8 91 VHP11.2 124.5
2-243 15' N P-1168 8/18/2010 8 5590 1-002 11.6 11.6 126.2 113.1 91 VHP11.2 124.5
2-244 15' N P-1181 8/18/2010 8 5594 1-002 10.8 10.8 125.7 113.4 91 VHP11.2 124.5
2-245 15' N P-1161 8/18/2010 8 5590 1-002 11.2 11.2 126.2 113.5 91 VHP11.2 124.5
2-246 25' N P-1160 8/19/2010 8 5584 1-002 11.6 11.6 126 112.9 91 VHP11.2 124.5
2-247 5' N P-1434 8/19/2010 8 5585 1-002 11.8 11.8 126.7 113.3 91 VHP11.2 124.5
2-248 5' W P-1165 8/19/2010 8 5588 1-002 11.2 11.2 126.5 113.8 91 VHP11.2 124.5
2-249 5' W P-1175 8/19/2010 8 5589 1-002 11.5 11.5 126.9 113.8 91 VHP11.2 124.5
2-250 10' W P-1165 8/19/2010 8 5589 1-002 12 12 127.1 114.3 92 VHP11.2 124.5
2-251 10' N P-1401 8/19/2010 8 5586 1-002 11.1 11.1 126.5 113.9 91 VHP11.2 124.5
2-252 5' S P-1168 8/19/2010 8 5586 1-002 10.9 10.9 125.4 113.1 91 VHP11.2 124.5
Saturday, November 20, 2010 Page 18 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-253 5' N P-1177 8/19/2010 8 5588 1-002 11.4 11.4 125.6 112.7 91 VHP11.2 124.5
2-254 15' S P-1225 8/20/2010 8 5564 1-002 11.8 11.8 126.3 112.3 91 VHP11.2 124.5
2-255 15' S P-1409 8/20/2010 8 5564 1-002 11.1 11.1 126 113.4 91 VHP11.2 124.5
2-256 30' S P-1428 8/20/2010 8 5565 1-002 11.9 11.9 125.8 112.4 90 VHP11.2 124.5
2-257 10' N P-1178 8/20/2010 8 5585 1-002 12 12 126.5 112.9 91 VHP11.2 124.5
2-258 10' N P-1174 8/20/2010 8 5586 1-002 12.3 12.3 126.2 112.4 90 VHP11.2 124.5
2-259 25' S P-1228 8/20/2010 8 5570 1-002 10.8 10.8 125.2 113 91 VHP11.2 124.5
2-260 5' N P-1185 8/20/2010 8 5593 1-002 11.3 11.3 125.7 112.9 91 VHP11.2 124.5
2-261 15' S P-1176 8/20/2010 8 5592 1-002 11.7 11.7 126.1 112.9 91 VHP11.2 124.5
2-262 25' N P-1162 8/21/2010 8 5572 1-002 8.7 8.7 123.1 113.2 91 VHP11.2 124.5
2-263 25' N P-1165 8/21/2010 8 5572 1-002 8.5 8.5 122.5 112.9 91 VHP11.2 124.5
2-264 20' N P-1162 8/21/2010 8 5574 1-002 9.1 9.1 122.9 112.6 90 VHP11.2 124.5
2-265 20' N P-1165 8/21/2010 8 5574 1-002 9.3 9.3 123.3 112.8 91 VHP11.2 124.5
2-266 5' E P-1209 8/21/2010 8 5594 1-002 10.1 10.1 124.1 112.7 91 VHP11.2 124.5
Saturday, November 20, 2010 Page 19 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-267 5' E P-1198 8/21/2010 8 5594 1-002 9.8 9.8 123.7 112.7 91 VHP11.2 124.5
2-268 10' N P-1181 8/21/2010 8 5586 1-002 11.1 11.1 124.8 112.3 90 VHP11.2 124.5
2-269 10' N P-1168 8/21/2010 8 5587 1-002 11.4 11.4 125.2 112.4 90 VHP11.2 124.5
2-270 25' N P-1164 8/23/2010 8 5578 1-002 12.1 12.1 126.3 112.7 91 VHP11.2 124.5
2-271 25' N P-1160 8/23/2010 8 5579 1-002 11.5 11.5 126.7 113.6 91 VHP11.2 124.5
2-272 5' E P-1166 8/23/2010 8 5590 1-002 11.1 11.1 126 113.4 91 VHP11.2 124.5
2-273 5' E P-1162 8/23/2010 8 5592 1-002 11.3 11.3 125.7 112.9 91 VHP11.2 124.5
2-274 5' E P-1170 8/23/2010 8 5593 1-002 11.2 11.2 126.2 113.5 91 VHP11.2 124.5
2-275 5' E P-1161 8/23/2010 8 5592 1-002 11 11 125.8 113.3 91 VHP11.2 124.5
2-276 5' S P-1196 8/24/2010 8 5596 1-002 11.8 11.8 126.3 113 91 VHP11.2 124.5
2-277 5' S P1190 8/24/2010 8 5595 1-002 11 11 125.4 113 91 VHP11.2 124.5
2-278 5' E P-1158 8/24/2010 8 5591 1-002 11.5 11.5 126.7 113.6 91 VHP11.2 124.5
2-279 5' E P-1161 8/24/2010 8 5591 1-002 11.4 11.4 126 113.1 91 VHP11.2 124.5
2-280 5' E P-1199 8/24/2010 8 5596 1-002 11.1 11.1 125.1 112.6 90 VHP11.2 124.5
Saturday, November 20, 2010 Page 20 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-281 5' E P-1188 8/24/2010 8 5595 1-002 10.8 10.8 125.6 113.4 91 VHP11.2 124.5
2-282 5' E P-1196 8/25/2010 8 5596 1-002 11.1 11.1 126.3 112.9 91 VHP11.2 124.5
2-283 5' E P-1198 8/25/2010 8 5596 1-002 12 12 127.1 114.4 92 VHP11.2 124.5
2-284 5' E P-1175 8/25/2010 8 5595 1-002 10.3 10.3 125.9 114.1 92 VHP11.2 124.5
2-285 5' E P-1166 8/25/2010 8 5592 1-002 10.5 10.5 125.7 113.7 91 VHP11.2 124.5
2-286 5' E 1165 8/25/2010 8 5593 1-002 10.9 10.9 126.8 114.3 92 VHP11.2 124.5
2-287 5' W P-1158 8/26/2010 8 5590 1-002 10.2 10.2 124.5 113 90 VHP11.2 124.5
2-288 5' W P-1162 8/26/2010 8 5592 1-002 11.1 11.1 125.1 112.6 90 VHP11.2 124.5
2-289 5' W 1169 8/26/2010 8 5594 1-002 10.8 10.8 125.4 113.2 91 VHP11.2 124.5
2-290 5' W P-1172 8/26/2010 8 5594 1-002 10 10 124.9 113.5 91 VHP11.2 124.5
2-291 5' W P-1166 8/26/2010 8 5593 1-002 10.2 10.2 125 113.4 91 VHP11.2 124.5
2-292 20' N P-1133 8/26/2010 8 5590 1-002 10.5 10.5 125.7 113.8 91 VHP11.2 124.5
2-293 15' N P-1158 8/26/2010 8 5588 1-002 10.3 10.3 124.8 113.1 91 VHP11.2 124.5
2-294 5' E P-1170 8/27/2010 8 5597 1-002 10.3 10.3 124.4 112.7 91 VHP11.2 124.5
Saturday, November 20, 2010 Page 21 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:2
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Dam Fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
2-295 10' E P-1169 8/27/2010 8 5597 1-002 10 10 124.8 113.4 91 VHP11.2 124.5
2-296 5' N P-1434 8/27/2010 8 5596 1-002 10.5 10.5 124.2 112.4 90 VHP11.2 124.5
2-297 5' E P-1158 8/27/2010 8 5597 1-002 10.1 10.1 124 112.6 90 VHP11.2 124.5
2-298 5' N P-1398 8/27/2010 8 5597 1-002 10.4 10.4 124.5 112.7 91 VHP11.2 124.5
Saturday, November 20, 2010 Page 22 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]

Appendix D
Anchor Trench Backfill

Appendix D-1
Field Nuclear Density/Moisture Test Results
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:3
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Anchor and LDS Trench Back-fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
3-001 @~1370 LDS Trench 6/18/2010 8 1 1-001 11.5 11.5 130.6 117.1 94 CLP10.7 125.1
3-002 @~1360 LDS Trench 6/19/2010 8 1 1-001 11.4 11.4 126.3 113.4 91 CLP10.7 125.1
3-003 @~1370 LDS Trench 6/19/2010 8 1 1-001 12.6 12.6 127.1 112.9 90 CLP10.7 125.1
3-004 @~1364 LDS Trench 6/19/2010 8 1 1-001 13.7 13.7 130 114.3 91 CLP10.7 125.1
3-005 @~1370 LDS Trench 6/19/2010 8 2 1-001 11 11 128.2 115.5 92 CLP10.7 125.1
3-006 @~1360 LDS Trench 6/19/2010 8 2 1-001 14.3 14.3 126.6 110.8 89 CL 3-008F p10.7 125.1
3-007 @~1360 LDS Trench 6/19/2010 8 2 1-001 13.1 13.1 127.5 112.7 90 SIP10.7 125.1
3-008 10' S 1416 LDS Trench 7/8/2010 6 1 1-006 9.2 9.2 121.7 111.4 90 VHP9.5 123.7
3-009 10' N 1045 LDS Trench 7/8/2010 6 1 1-006 10.1 10.1 122.9 111.6 90 VHP9.5 123.7
3-010 20' S 1050 LDS Trench 7/9/2010 6 2 1-006 8.5 8.5 122 112.4 91 VHP9.5 123.7
3-011 AT- @ P-6 7/20/2010 8 1 1-006 10.9 10.9 108.8 98.1 79 CL 3-012F p9.5 123.7
3-012 AT- @ P-6 7/20/2010 8 1 1-006 11.6 11.6 125.6 112.5 91 CLP9.5 123.7
3-013 AT- @ P-11 7/21/2010 8 1 1-006 10.9 10.9 125.5 113.2 91 CLP9.5 123.7
3-014 AT-@ P-18 7/22/2010 8 1 1-006 3.1 3.1 110 106.7 86 VH 3-015F p9.5 123.7
Monday, November 22, 2010 Page 1 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:3
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Anchor and LDS Trench Back-fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
3-015 AT-@ P-18 7/23/2010 8 1 1-006 10 10 125.1 113.7 92 VHP9.5 123.7
3-016 @ ~1415 LDS Trench 7/29/2010 8 1 1-006 7.8 7.8 120.7 112 91 VHP9.5 123.7
3-017 10' W 1054 LDS Trench 7/29/2010 8 2 1-006 7.3 7.3 120.7 112.5 91 VHP9.5 123.7
3-018 AT- @ P-33 8/11/2010 8 1 1-006 9.1 9.1 121.7 111.5 90 VHP9.5 123.7
3-019 AT- @ P-40 8/11/2010 8 1 1-006 9.8 9.8 122.8 111.8 90 VHP9.5 123.7
3-020 AT- @ P-46 8/11/2010 8 1 1-006 10.2 10.2 123.4 112 91 VHP9.5 123.7
3-021 AT- @ P-59 8/11/2010 8 1 1-006 10.2 10.2 123.6 112.2 91 VHP9.5 123.7
3-022 AT- @ P-28 8/16/2010 8 2 1-006 10.4 10.4 123.8 112.1 91 VHP9.5 123.7
3-023 AT- @ P-23 8/16/2010 8 2 1-006 11 11 124.1 111.8 90 VHP9.5 123.7
3-024 AT- @ P-32 8/16/2010 8 2 1-006 11.3 11.3 124.5 111.9 90 VHP9.5 123.7
3-025 AT- @ P-30 8/16/2010 8 2 1-006 9.9 9.9 123.9 112.7 91 VHP9.5 123.7
3-026 AT- @ P-35 8/16/2010 8 1 1-006 10.5 10.5 124 112.2 91 VHP9.5 123.7
3-027 AT- @ P-58 8/16/2010 8 1 1-006 10.4 10.4 124.8 113 91 VHP9.5 123.7
3-028 AT- @ S-91 8/16/2010 8 1 1-006 10.8 10.8 123.8 111.7 90 VHP9.5 123.7
Monday, November 22, 2010 Page 2 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:3
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Anchor and LDS Trench Back-fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
3-029 2' W P-1099 LDS 8/18/2010 8 1 1-006 9.7 9.7 122.6 111.8 90 VHP9.5 123.7
3-030 7' E P-1111 LDS 8/18/2010 8 1 1-006 10.4 10.4 124.8 113 91 VHP9.5 123.7
3-031 10' NW P-1410 LDS 8/18/2010 8 1 1-006 9.1 9.1 121.7 111.5 90 VHP9.5 123.7
3-032 20' W P-1085 8/19/2010 8 1 1-006 10.4 10.4 124.6 112.9 91 VHP9.5 123.7
3-033 25' W P-1069 8/19/2010 8 1 1-006 9.9 9.9 124 112.8 91 VHP9.5 123.7
3-034 P-1068 8/19/2010 8 1 1-006 10 10 124.9 113.5 92 VHP9.5 123.7
3-035 10' W P-1058 8/19/2010 8 1 1-006 10.2 10.2 124.1 112.6 91 VHP9.5 123.7
3-036 10' NW P-1410 8/21/2010 6 1 1-006 10.3 10.3 123.4 111.9 90 VHP9.5 123.7
3-037 20' E P-1129 8/21/2010 6 1 1-006 10.7 10.7 123.8 111.8 90 VHP9.5 123.7
3-038 AT-@ P-57 9/7/2010 8 1 1-006 8.8 8.8 122.1 112.2 91 VHP9.5 123.7
3-039 AT-@ P-59 9/7/2010 8 1 1-006 7.9 7.9 122.7 113.7 92 VHP9.5 123.7
3-040 AT-@ P-135 9/7/2010 8 1 1-006 8.5 8.5 122 112.4 91 VHP9.5 123.7
3-041 AT-@ P-138 9/7/2010 8 1 1-006 8 8 121.8 112.8 91 VHP9.5 123.7
3-042 AT-@ P-146 9/8/2010 8 2 1-006 8.3 8.3 121 111.7 90 VHP9.5 123.7
Monday, November 22, 2010 Page 3 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:3
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Anchor and LDS Trench Back-fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
3-043 AT-@ P-143 9/8/2010 8 2 1-006 8 8 121.4 112.4 91 VHP9.5 123.7
3-044 AT-@ P-140 9/8/2010 8 2 1-006 9.2 9.2 121.8 111.5 90 VHP9.5 123.7
3-045 AT-@ P-137 9/8/2010 8 2 1-006 9.3 9.3 122.2 111.8 90 VHP9.5 123.7
3-046 AT-@ P-134 9/8/2010 8 2 1-006 8.8 8.8 122 112.1 91 VHP9.5 123.7
3-047 AT-@ P-60 9/8/2010 8 2 1-006 8.5 8.5 122.3 112.7 91 VHP9.5 123.7
3-048 AT-@ P-56 9/8/2010 8 2 1-006 8.1 8.1 121.6 112.5 91 VHP9.5 123.7
3-049 AT @ P-194 10/26/2010 8 1 1-006 10.4 10.4 124.1 112.4 91 VHP9.5 123.7
3-050 AT @ P-191 10/26/2010 8 1 1-006 10 10 124.3 113 91 VHP9.5 123.7
3-051 AT @ P-189 10/26/2010 8 1 1-006 10.5 10.5 123.8 112 91 VHP9.5 123.7
3-052 AT @ P-197 10/26/2010 8 1 1-006 9.9 9.9 124 112.8 91 VHP9.5 123.7
3-053 AT @ P-210 10/28/2010 8 1 1-006 10.2 10.2 124.2 112.7 91 VHP9.5 123.7
3-054 AT @ P-218 10/28/2010 8 1 1-006 10.5 10.5 123.8 112 91 VHP9.5 123.7
3-055 AT @ P-225 10/28/2010 8 1 1-006 9.8 9.8 124 112.9 91 VHP9.5 123.7
3-056 AT @ P-233 10/28/2010 8 1 1-006 10 10 123.6 112.4 91 VHP9.5 123.7
Monday, November 22, 2010 Page 4 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:3
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Anchor and LDS Trench Back-fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
3-057 AT @ P-241 10/28/2010 8 1 1-006 10.4 10.4 124.3 112.6 91 VHP9.5 123.7
3-058 AT @ P-249 10/28/2010 8 1 1-006 10.4 10.4 123.9 112.2 91 VHP9.5 123.7
3-059 AT @ P-252 10/28/2010 8 1 1-006 10.6 10.6 124.1 112.2 91 VHP9.5 123.7
3-060 AT @ P-270 10/31/2010 8 1 1-006 9.9 9.9 123.2 112.1 91 VHP9.5 123.7
3-061 AT @ P-273 10/31/2010 8 1 1-006 10.3 10.3 123.5 112 90 VHP9.5 123.7
3-062 AT @ P-276 10/31/2010 8 1 1-006 10 10 123.8 112 91 VHP9.5 123.7
3-063 AT @ P-280 10/31/2010 8 1 1-006 10.2 10.2 123.6 112.2 91 VHP9.5 123.7
3-064 AT @ P-285 10/31/2010 8 1 1-006 9.8 9.8 123.1 112.1 91 VHP9.5 123.7
3-065 AT @ P-291 10/31/2010 8 1 1-006 10.4 10.4 123.7 112 91 VHP9.5 123.7
3-066 AT @ P-296 10/31/2010 8 1 1-006 10.5 10.5 123.2 111.5 90 VHP9.5 123.7
3-067 AT @ P-258 11/2/2010 8 1 1-006 9 9 122.3 112.2 91 VHP9.5 123.7
3-068 AT @ P-260 11/2/2010 8 1 1-006 8.8 8.8 122 112.1 91 VHP9.5 123.7
3-069 AT @ P-263 11/2/2010 8 1 1-006 9.1 9.1 122.4 112.2 91 VHP9.5 123.7
3-070 AT @ P-265 11/2/2010 8 1 1-006 8.5 8.5 121.7 112.2 91 VHP9.5 123.7
Monday, November 22, 2010 Page 5 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]
Field Nuclear Moisture/Density Test Log
3440Guage Type:Soil Type:Correction Factor:
ID Location Date Probe
Depth
Lift No.
Sample No Field MC Correct
MC
Wet Unit
Wt
Dry Unit
Wt
Percent
Compact
Result
QA ID Retest
No
Retest
ResultMax Dry
Unit Wt
OMC
Guage Serial No:17533
Engineered Fill1
Series:3
Proctor Type:ASTM D 1557 Percent Compaction:90 -3Moisture Range:3Lift Thickness (Compacted - Loose):8--
Anchor and LDS Trench Back-fill
Lab Field
(%)
(%)(PCF)(PCF)(PCF)
ProjNo: SC0349
Project: Cell 4B
TaskNo: 05/02
Location: Blanding, UT
Description: Soils
3-071 AT @ P-268 11/2/2010 8 1 1-006 8.3 8.3 121.2 111.9 90 VHP9.5 123.7
3-072 AT @ P-147 11/21/2010 8 2 1-006 10.2 10.2 123.4 112 91 VHP9.5 123.7
3-073 AT @ P-529 11/21/2010 8 2 1-006 10.2 10.2 123.7 112.3 91 VHP9.5 123.7
3-074 AT @ P-536 11/21/2010 8 2 1-006 10.4 10.4 123.5 111.9 90 VHP9.5 123.7
3-075 AT @ P-540 11/21/2010 8 2 1-006 9.6 9.6 124.2 113.3 92 VHP9.5 123.7
3-076 AT @ P-573 11/21/2010 8 2 1-006 9.8 9.8 123.7 112.7 91 VHP9.5 123.7
3-077 AT @ P-561 11/21/2010 8 2 1-006 9.5 9.5 123.3 112.6 91 VHP9.5 123.7
3-078 AT @ P-558 11/21/2010 8 2 1-006 10.5 10.5 123.7 111.9 90 VHP9.5 123.7
3-079 AT @ P-556 11/21/2010 8 2 1-006 9.9 9.9 123.2 112.1 91 VHP9.5 123.7
3-080 AT @ P-552 11/21/2010 8 2 1-006 9.5 9.5 123 112.3 91 VHP9.5 123.7
3-081 AT @ P-493 11/21/2010 8 2 1-006 9.2 9.2 123.5 113.1 91 VHP9.5 123.7
3-082 AT @ P-491 11/21/2010 8 2 1-006 9 9 123.1 112.9 91 VHP9.5 123.7
Monday, November 22, 2010 Page 6 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]

Appendix E
Geosynthetic Clay Liner

Appendix E-1
Material Inventory Log
Summary of GCL Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Geosyntec Consultants
Bentonite Index Mass per Index
Content Flux unit area Flux
0.75 1.00E-08 0.75 1.00E-08
minimum maximum minimum maximum
lb/sq. ft m3/m2-2 lb/sq. ft m3/m2-2
1/50,000 sf 1/200,000 sf 1/100,000 sf 1/400,000 sf
201018LO 780 042310B 3,000 779 3.00E-09
201018LO 781 042310B 3,000 779
201018LO 782 042310B 3,000 779 0.86 3.20E-09
201018LO 783 042310B 3,000 779
201018LO 784 042310B 3,000 779
201018LO 785 042310B 3,000 779
201018LO 786 042310B 3,000 779
201018LO 787 042310B 3,000 779
201018LO 788 042310B 3,000 779
201018LO 789 042310B 3,000 779
201018LO 790 042310B 3,000 779
201018LO 791 042310B 3,000 779
201018LO 792 042310B 3,000 792
201018LO 793 042310B 3,000 792
201018LO 794 042310B 3,000 792
201018LO 795 042310B 3,000 792
201018LO 796 042310B 3,000 792
201018LO 797 042310B 3,000 792
201018LO 798 042310B 3,000 792
201018LO 799 042310B 3,000 792
201018LO 800 042310B 3,000 792
201018LO 801 042310B 3,000 792
201018LO 802 042310B 3,000 792
201018LO 803 042310B 3,000 792
201018LO 804 042410A 3,000 792
201018LO 805 042410A 3,000 805
201018LO 806 042410A 3,000 805
201018LO 807 042410A 3,000 805
201018LO 808 042410A 3,000 805
201018LO 809 042410A 3,000 805
201018LO 810 042410A 3,000 805
201018LO 811 042410A 3,000 805
201018LO 812 042410A 3,000 805
201018LO 813 042410A 3,000 805
201018LO 815 042410A 3,000 805 0.9
201018LO 816 042410A 3,000 805
201018LO 817 042410A 3,000 805
201018LO 818 042410A 3,000 818
201018LO 819 042410A 3,000 818
201018LO 820 042410A 3,000 818
201018LO 821 042410A 3,000 818
201018LO 822 042410A 3,000 818
201018LO 823 042410A 3,000 818
201018LO 824 042410A 3,000 818
201018LO 825 042410A 3,000 818
201018LO 826 042410A 3,000 818
201018LO 827 042410A 3,000 818
201018LO 828 042410A 3,000 818
201018LO 829 042410A 3,000 818
201018LO 830 042410A 3,000 818
201018LO 831 042410A 3,000 831
201018LO 832 042410A 3,000 831
201018LO 833 042410A 3,000 831
201018LO 834 042410B 3,000 831
201018LO 835 042410B 3,000 831
201018LO 836 042410B 3,000 831
201018LO 837 042410B 3,000 831
201018LO 838 042410B 3,000 831
201018LO 839 042410B 3,000 831
201018LO 840 042410B 3,000 831
201018LO 841 042410B 3,000 831
201018LO 842 042410B 3,000 831
201018LO 843 042410B 3,000 831
201018LO 844 042410B 3,000 844
201018LO 845 042410B 3,000 844
201018LO 846 042410B 3,000 844
201018LO 847 042410B 3,000 844 3.20E-09
201018LO 848 042410B 3,000 844 0.89
Manufacturer Quality Control Testing
GCL Lot No.GCL Roll
No.Clay lot No. Area (SF)
Roll # 
Tested
0.86
0.82
0.89
0.86
0.91
CQA Conformance Testing
0.84
GCLLog Page 1 of 11
Summary of GCL Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Geosyntec Consultants
Bentonite Index Mass per Index
Content Flux unit area Flux
0.75 1.00E-08 0.75 1.00E-08
minimum maximum minimum maximum
lb/sq. ft m3/m2-2 lb/sq. ft m3/m2-2
1/50,000 sf 1/200,000 sf 1/100,000 sf 1/400,000 sf
Manufacturer Quality Control Testing
GCL Lot No.GCL Roll
No.Clay lot No. Area (SF)
Roll # 
Tested
CQA Conformance Testing
201018LO 849 042410B 3,000 844
201018LO 850 042410B 3,000 844
201018LO 851 042410B 3,000 844
201018LO 852 042410B 3,000 844
201018LO 853 042410B 3,000 844
201018LO 854 042410B 3,000 844
201018LO 855 042410B 3,000 844
201018LO 856 042410B 3,000 844
201018LO 857 042410B 3,000 857
201018LO 858 042410B 3,000 857
201018LO 859 042410B 3,000 857
201018LO 860 042410B 3,000 857
201018LO 861 042410B 3,000 857
201018LO 862 042410B 3,000 857
201018LO 863 042410B 3,000 857
201018LO 864 042410C 3,000 857
201018LO 865 042410C 3,000 857
201018LO 866 042410C 3,000 857
201018LO 867 042410C 3,000 857
201018LO 868 042410C 3,000 857
201018LO 869 042410C 3,000 857
201018LO 870 042410C 3,000 870
201018LO 871 042410C 3,000 870
201018LO 872 042410C 3,000 870
201018LO 873 042410C 3,000 870
201018LO 874 042410C 3,000 870
201018LO 875 042410C 3,000 870
201018LO 876 042410C 3,000 870
201018LO 877 042410C 3,000 870
201018LO 878 042410C 3,000 870
201018LO 879 042410C 3,000 870
201018LO 880 042410C 3,000 870
201018LO 881 042410C 3,000 870 0.9
201018LO 882 042410C 3,000 870
201018LO 883 042410C 3,000 883
201018LO 884 042410C 3,000 883
201018LO 885 042410C 3,000 883
201018LO 886 042410C 3,000 883
201018LO 887 042410C 3,000 883
201018LO 888 042410C 3,000 883
201018LO 889 042410C 3,000 883
201018LO 890 042410C 3,000 883
201018LO 891 042410C 3,000 883
201018LO 892 042410C 3,000 883
201018LO 893 042410C 3,000 883
201018LO 894 042410C 3,000 883
201018LO 895 042410C 3,000 883
201018LO 896 042410C 3,000 896
201018LO 897 042410C 3,000 896
201018LO 898 042410C 3,000 896
201018LO 899 042410C 3,000 896
201018LO 900 042410D 3,000 896
201018LO 901 042410D 3,000 896
201018LO 902 042410D 3,000 896
201018LO 903 042410D 3,000 896
201018LO 904 042410D 3,000 896
201018LO 905 042410D 3,000 896
201018LO 906 042410D 3,000 896
201018LO 907 042410D 3,000 896
201018LO 908 042410D 3,000 896
201018LO 909 042410D 3,000 909
201018LO 910 042410D 3,000 909
201018LO 911 042410D 3,000 909
201018LO 912 042410D 3,000 909
201018LO 913 042410D 3,000 909
201018LO 914 042410D 3,000 909 3.30E-09 0.86 3.40E-09
201018LO 915 042410D 3,000 909
201018LO 916 042410D 3,000 909
0.83
0.85
0.89
0.84
0.84
0.84
GCLLog Page 2 of 11
Summary of GCL Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Geosyntec Consultants
Bentonite Index Mass per Index
Content Flux unit area Flux
0.75 1.00E-08 0.75 1.00E-08
minimum maximum minimum maximum
lb/sq. ft m3/m2-2 lb/sq. ft m3/m2-2
1/50,000 sf 1/200,000 sf 1/100,000 sf 1/400,000 sf
Manufacturer Quality Control Testing
GCL Lot No.GCL Roll
No.Clay lot No. Area (SF)
Roll # 
Tested
CQA Conformance Testing
201018LO 917 042410D 3,000 909
201018LO 918 042410D 3,000 909
201018LO 919 042410D 3,000 909
201018LO 920 042410D 3,000 909
201018LO 921 042410D 3,000 909
201018LO 922 042410D 3,000 922
201018LO 923 042410D 3,000 922
201018LO 924 042410D 3,000 922
201018LO 925 042410D 3,000 922
201018LO 926 042410D 3,000 922
201018LO 927 042410D 3,000 922
201018LO 928 042410D 3,000 922
201018LO 929 042410D 3,000 922
201018LO 930 042410E 3,000 922
201018LO 931 042410E 3,000 922
201018LO 932 042410E 3,000 922
201018LO 933 042410E 3,000 922
201018LO 934 042410E 3,000 922
201018LO 935 042410E 3,000 935
201018LO 936 042410E 3,000 935
201018LO 937 042410E 3,000 935
201018LO 938 042410E 3,000 935
201018LO 939 042410E 3,000 935
201018LO 940 042410E 3,000 935
201018LO 941 042410E 3,000 935
201018LO 942 042410E 3,000 935
201018LO 943 042410E 3,000 935
201018LO 944 042410E 3,000 935
201018LO 945 042410E 3,000 935
201018LO 946 042410E 3,000 935
201018LO 947 042410E 3,000 935 0.81
201018LO 948 042410E 3,000 948
201018LO 949 042410E 3,000 948
201018LO 950 042410E 3,000 948
201018LO 951 042410E 3,000 948
201018LO 952 042410E 3,000 948
201018LO 953 042410E 3,000 948
201018LO 954 042410E 3,000 948
201018LO 955 042410E 3,000 948
201018LO 956 042410E 3,000 948
201018LO 957 042410E 3,000 948
201018LO 958 042410E 3,000 948
201018LO 959 042410E 3,000 948
201018LO 960 042610A 3,000 948
201018LO 961 042610A 3,000 961
201018LO 962 042610A 3,000 961
201018LO 963 042610A 3,000 961
201018LO 964 042610A 3,000 961
201018LO 965 042610A 3,000 961
201018LO 966 042610A 3,000 961
201018LO 967 042610A 3,000 961
201018LO 968 042610A 3,000 961
201018LO 969 042610A 3,000 969
201018LO 970 042610A 3,000 969
201018LO 971 042610A 3,000 969
201018LO 972 042610A 3,000 969
201018LO 973 042610A 3,000 969
201018LO 974 042610A 3,000 969
201018LO 975 042610A 3,000 969
201018LO 976 042610A 3,000 969
201018LO 977 042610A 3,000 969
201018LO 978 042610A 3,000 969
201018LO 979 042610A 3,000 969
201018LO 980 042610A 3,000 969
201021LO 1479 051210B 3,000 1476 3.20E-09
201021LO 1480 051210B 3,000 1476
201021LO 1481 051210B 3,000 1476 0.86
201021LO 1482 051210B 3,000 1476
0.91
0.91
0.86
0.85
0.81
0.84
0.86
GCLLog Page 3 of 11
Summary of GCL Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Geosyntec Consultants
Bentonite Index Mass per Index
Content Flux unit area Flux
0.75 1.00E-08 0.75 1.00E-08
minimum maximum minimum maximum
lb/sq. ft m3/m2-2 lb/sq. ft m3/m2-2
1/50,000 sf 1/200,000 sf 1/100,000 sf 1/400,000 sf
Manufacturer Quality Control Testing
GCL Lot No.GCL Roll
No.Clay lot No. Area (SF)
Roll # 
Tested
CQA Conformance Testing
201021LO 1483 051210B 3,000 1476
201021LO 1484 051210B 3,000 1476
201021LO 1485 051210B 3,000 1476
201021LO 1486 051210B 3,000 1476
201021LO 1487 051210C 3,000 1476
201021LO 1488 051210C 3,000 1476
201021LO 1489 051210C 3,000 1489
201021LO 1490 051210C 3,000 1489
201021LO 1491 051210C 3,000 1489
201021LO 1492 051210C 3,000 1489
201021LO 1493 051210C 3,000 1489
201021LO 1494 051210C 3,000 1489
201021LO 1495 051210C 3,000 1489
201021LO 1496 051210C 3,000 1489
201021LO 1497 051210C 3,000 1489
201021LO 1498 051210C 3,000 1489
201021LO 1499 051210C 3,000 1489
201021LO 1500 051210C 3,000 1489
201021LO 1501 051210C 3,000 1489
201021LO 1502 051210C 3,000 1502
201021LO 1503 051210C 3,000 1502
201021LO 1504 051210C 3,000 1502
201021LO 1505 051210C 3,000 1502
201021LO 1506 051210C 3,000 1502
201021LO 1507 051210C 3,000 1502
201021LO 1508 051210C 3,000 1502
201021LO 1509 051210C 3,000 1502
201021LO 1510 051210C 3,000 1502
201021LO 1511 051210C 3,000 1502
201021LO 1512 051210C 3,000 1502
201021LO 1513 051210D 3,000 1513
201021LO 1514 051210D 3,000 1513 0.82
201021LO 1515 051210D 3,000 1513
201021LO 1516 051210D 3,000 1513
201021LO 1517 051210D 3,000 1513
201021LO 1518 051210D 3,000 1513
201021LO 1519 051210D 3,000 1513
201021LO 1520 051210D 3,000 1513
201021LO 1521 051210D 3,000 1513
201021LO 1522 051210D 3,000 1513
201021LO 1523 051210D 3,000 1513
201021LO 1524 051210D 3,000 1513
201021LO 1525 051210D 3,000 1513
201021LO 1526 051210D 3,000 1526
201021LO 1527 051210D 3,000 1526
201021LO 1528 051210D 3,000 1526
201021LO 1529 051210D 3,000 1526
201021LO 1530 051210D 3,000 1526
201021LO 1531 051210D 3,000 1526
201021LO 1532 051210D 3,000 1526
201021LO 1533 051210D 3,000 1526
201021LO 1534 051210D 3,000 1526
201021LO 1535 051210D 3,000 1526
201021LO 1536 051210D 3,000 1526
201021LO 1537 051210D 3,000 1526
201021LO 1538 051210D 3,000 1526
201021LO 1539 051210D 3,000 1526
201021LO 1540 051210D 3,000 1526
201021LO 1541 051210D 3,000 1526
201021LO 1542 051210D 3,000 1526
201021LO 1543 051210E 3,000 1526
201021LO 1544 051210E 3,000 1526
201021LO 1545 051210E 3,000 1526 3.50E-09
201021LO 1546 051210E 3,000 1526
201021LO 1547 051210E 3,000 1526 0.83 3.30E-09
201021LO 1548 051210E 3,000 1526
201022LO 1638 051910C 3,000 1625 3.50E-09
201022LO 1639 051910C 3,000 1625 0.84
0.85
0.85
0.85
0.85
0.86
GCLLog Page 4 of 11
Summary of GCL Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Geosyntec Consultants
Bentonite Index Mass per Index
Content Flux unit area Flux
0.75 1.00E-08 0.75 1.00E-08
minimum maximum minimum maximum
lb/sq. ft m3/m2-2 lb/sq. ft m3/m2-2
1/50,000 sf 1/200,000 sf 1/100,000 sf 1/400,000 sf
Manufacturer Quality Control Testing
GCL Lot No.GCL Roll
No.Clay lot No. Area (SF)
Roll # 
Tested
CQA Conformance Testing
201022LO 1640 051910C 3,000 1625 0.84 0.83
201022LO 1641 051910C 3,000 1641
201022LO 1642 051910C 3,000 1641
201022LO 1643 051910C 3,000 1641
201022LO 1644 051910C 3,000 1641
201022LO 1645 052010A 3,000 1645
201022LO 1646 052010A 3,000 1645
201022LO 1647 052010A 3,000 1645
201022LO 1648 052010A 3,000 1645
201022LO 1649 052010A 3,000 1645
201022LO 1650 052010A 3,000 1645
201022LO 1651 052010A 3,000 1645
201022LO 1652 052010A 3,000 1645
201022LO 1653 052010A 3,000 1645
201022LO 1654 052010A 3,000 1645
201022LO 1655 052010A 3,000 1645
201022LO 1656 052010A 3,000 1645
201022LO 1657 052010A 3,000 1645
201022LO 1658 052010A 3,000 1658
201022LO 1659 052010A 3,000 1658
201022LO 1660 052010A 3,000 1658
201022LO 1661 052010A 3,000 1658
201022LO 1662 052010A 3,000 1658
201022LO 1663 052010A 3,000 1658
201022LO 1664 052010A 3,000 1658
201022LO 1666 052010A 3,000 1658
201022LO 1667 052010A 3,000 1658
201022LO 1668 052010A 3,000 1658
201022LO 1669 052010A 3,000 1658
201022LO 1670 052010A 3,000 1658
201022LO 1671 052010A 3,000 1671
201022LO 1672 052010A 3,000 1671
201022LO 1673 052010A 3,000 1671 0.84
201022LO 1674 052010A 3,000 1671
201022LO 1675 052010B 3,000 1671
201022LO 1676 052010B 3,000 1671
201022LO 1677 052010B 3,000 1671
201022LO 1678 052010B 3,000 1671
201022LO 1679 052010B 3,000 1671
201022LO 1680 052010B 3,000 1671
201022LO 1681 052010B 3,000 1671
201022LO 1682 052010B 3,000 1671
201022LO 1683 052010B 3,000 1671
201022LO 1684 052010B 3,000 1684
201022LO 1685 052010B 3,000 1684
201022LO 1686 052010B 3,000 1684
201022LO 1687 052010B 3,000 1684
201022LO 1688 052010B 3,000 1684
201022LO 1689 052010B 3,000 1684
201022LO 1690 052010B 3,000 1684
201022LO 1691 052010B 3,000 1684
201022LO 1692 052010B 3,000 1684
201022LO 1693 052010B 3,000 1684
201022LO 1694 052010B 3,000 1684
201022LO 1695 052010B 3,000 1684
201022LO 1696 052010B 3,000 1684
201022LO 1697 052010B 3,000 1697
201022LO 1698 052010B 3,000 1697
201022LO 1699 052010B 3,000 1697
201022LO 1700 052010B 3,000 1697
201022LO 1701 052010B 3,000 1697
201022LO 1702 052010B 3,000 1697
201022LO 1703 052010B 3,000 1697
201022LO 1704 052010B 3,000 1697 3.30E-09
201022LO 1705 052010C 3,000 1697
201022LO 1706 052010C 3,000 1697 0.83
201022LO 1707 052010C 3,000 1697
201022LO 1708 052010C 3,000 1697
0.84
0.87
0.90
0.85
0.84
0.88
GCLLog Page 5 of 11
Summary of GCL Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Geosyntec Consultants
Bentonite Index Mass per Index
Content Flux unit area Flux
0.75 1.00E-08 0.75 1.00E-08
minimum maximum minimum maximum
lb/sq. ft m3/m2-2 lb/sq. ft m3/m2-2
1/50,000 sf 1/200,000 sf 1/100,000 sf 1/400,000 sf
Manufacturer Quality Control Testing
GCL Lot No.GCL Roll
No.Clay lot No. Area (SF)
Roll # 
Tested
CQA Conformance Testing
201022LO 1709 052010C 3,000 1697 0.84
201022LO 1710 052010C 3,000 1710
201022LO 1711 052010C 3,000 1710
201022LO 1712 052010C 3,000 1710
201022LO 1713 052010C 3,000 1710
201022LO 1714 052010C 3,000 1710
201022LO 1715 052010C 3,000 1710
201022LO 1716 052010C 3,000 1710
201022LO 1717 052010C 3,000 1710
201022LO 1718 052010C 3,000 1710
201022LO 1719 052010C 3,000 1710
201022LO 1720 052010C 3,000 1710
201022LO 1721 052010C 3,000 1710
201022LO 1722 052010C 3,000 1710
201022LO 1723 052010C 3,000 1723
201022LO 1724 052010C 3,000 1723
201022LO 1725 052010C 3,000 1723
201022LO 1726 052010C 3,000 1723
201022LO 1727 052010C 3,000 1723
201022LO 1728 052010C 3,000 1723
201022LO 1729 052010C 3,000 1723
201022LO 1730 052110A 3,000 1730
201022LO 1731 052110A 3,000 1730
201022LO 1732 052110A 3,000 1730
201022LO 1733 052110A 3,000 1730
201022LO 1734 052110A 3,000 1730
201022LO 1735 052110A 3,000 1730
201022LO 1736 052110A 3,000 1730
201022LO 1737 052110A 3,000 1730
201022LO 1738 052110A 3,000 1730
201022LO 1739 052110A 3,000 1730 0.95 3.00E-09
201022LO 1740 052110A 3,000 1730
201022LO 1741 052110A 3,000 1730
201022LO 1742 052110A 3,000 1730
201022LO 1743 052110A 3,000 1743
201022LO 1744 052110A 3,000 1743
201022LO 1745 052110A 3,000 1743
201022LO 1746 052110A 3,000 1743
201022LO 1747 052110A 3,000 1743
201022LO 1748 052110A 3,000 1743
201022LO 1749 052110A 3,000 1743
201022LO 1750 052110A 3,000 1743
201022LO 1751 052110A 3,000 1743
201022LO 1752 052110A 3,000 1743
201022LO 1753 052110A 3,000 1743
201022LO 1754 052110A 3,000 1743
201022LO 1755 052110A 3,000 1743
201022LO 1756 052110A 3,000 1756
201022LO 1757 052110A 3,000 1756
201022LO 1758 052110A 3,000 1756
201022LO 1759 052110A 3,000 1756
201022LO 1760 052110B 3,000 1756
201022LO 1761 052110B 3,000 1756
201022LO 1762 052110B 3,000 1756
201022LO 1763 052110B 3,000 1756
201022LO 1764 052110B 3,000 1756
201022LO 1765 052110B 3,000 1756
201022LO 1766 052110B 3,000 1756
201022LO 1767 052110B 3,000 1756
201022LO 1768 052110B 3,000 1756
201022LO 1769 052110B 3,000 1769
201022LO 1770 052110B 3,000 1769 3.20E-09
201022LO 1771 052110B 3,000 1769
201023LO 1772 052110C 3,000 1772 0.84
201023LO 1774 052110C 3,000 1772
201023LO 1775 052110C 3,000 1772
201023LO 1776 052110C 3,000 1772
201023LO 1777 052110C 3,000 1772
0.88
1.01
0.91
0.84
0.87
0.84
0.86
GCLLog Page 6 of 11
Summary of GCL Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Geosyntec Consultants
Bentonite Index Mass per Index
Content Flux unit area Flux
0.75 1.00E-08 0.75 1.00E-08
minimum maximum minimum maximum
lb/sq. ft m3/m2-2 lb/sq. ft m3/m2-2
1/50,000 sf 1/200,000 sf 1/100,000 sf 1/400,000 sf
Manufacturer Quality Control Testing
GCL Lot No.GCL Roll
No.Clay lot No. Area (SF)
Roll # 
Tested
CQA Conformance Testing
201023LO 1778 052110C 3,000 1772
201023LO 1779 052110C 3,000 1772
201023LO 1780 052110C 3,000 1772
201023LO 1781 052110C 3,000 1772
201023LO 1782 052110C 3,000 1772
201023LO 1783 052110C 3,000 1772
201023LO 1784 052110C 3,000 1772
201023LO 1785 052110C 3,000 1785
201023LO 1786 052110C 3,000 1785
201023LO 1787 052110C 3,000 1785
201023LO 1788 052110C 3,000 1785
201023LO 1789 052110C 3,000 1785
201023LO 1790 052110C 3,000 1785
201023LO 1791 052110C 3,000 1785
201023LO 1792 052110C 3,000 1785
201023LO 1793 052110C 3,000 1785
201023LO 1794 052110C 3,000 1785
201023LO 1795 052110C 3,000 1785
201023LO 1796 052110C 3,000 1785
201023LO 1797 052110C 3,000 1785
201023LO 1798 052110C 3,000 1798
201023LO 1799 052110C 3,000 1798
201023LO 1800 052110C 3,000 1798
201023LO 1801 052110C 3,000 1798
201023LO 1802 052210A 3,000 1798
201023LO 1803 052210A 3,000 1798
201023LO 1804 052210A 3,000 1798
201023LO 1805 052210A 3,000 1798 0.85
201023LO 1806 052210A 3,000 1798
201023LO 1807 052210A 3,000 1798
201023LO 1808 052210A 3,000 1798
201023LO 1809 052210A 3,000 1798
201023LO 1810 052210A 3,000 1798
201023LO 1811 052210A 3,000 1811
201023LO 1812 052210A 3,000 1811
201023LO 1813 052210A 3,000 1811
201023LO 1814 052210A 3,000 1811
201023LO 1815 052210A 3,000 1811
201023LO 1816 052210A 3,000 1811
201023LO 1817 052210A 3,000 1811
201023LO 1818 052210A 3,000 1811
201023LO 1819 052210A 3,000 1811
201023LO 1820 052210A 3,000 1811
201023LO 1821 052210A 3,000 1811
201023LO 1822 052210A 3,000 1811
201023LO 1823 052210A 3,000 1811
201023LO 1824 052210A 3,000 1824
201023LO 1825 052210A 3,000 1824
201023LO 1826 052210A 3,000 1824
201023LO 1827 052210A 3,000 1824
201023LO 1828 052210A 3,000 1824
201023LO 1829 052210A 3,000 1824
201023LO 1830 052210A 3,000 1824
201023LO 1831 052210A 3,000 1824
201023LO 1832 052210B 3,000 1824
201023LO 1833 052210B 3,000 1824
201023LO 1834 052210B 3,000 1824
201023LO 1835 052210B 3,000 1824
201023LO 1836 052210B 3,000 1824 3.00E-09
201023LO 1838 052410A 3,000 1838 0.79
201023LO 1839 052410A 3,000 1838
201024LO 1864 060210B 3,000 1852
201024LO 1865 060210B 3,000 1852
201024LO 1866 060210B 3,000 1852 0.82 3.10E-09
201024LO 1867 060210B 3,000 1867 3.50E-09
201024LO 1868 060210B 3,000 1867
201024LO 1869 060210B 3,000 1867
201024LO 1870 060210B 3,000 1867
0.88
0.87
0.85
0.86
0.83
0.88
0.80
0.91
GCLLog Page 7 of 11
Summary of GCL Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Geosyntec Consultants
Bentonite Index Mass per Index
Content Flux unit area Flux
0.75 1.00E-08 0.75 1.00E-08
minimum maximum minimum maximum
lb/sq. ft m3/m2-2 lb/sq. ft m3/m2-2
1/50,000 sf 1/200,000 sf 1/100,000 sf 1/400,000 sf
Manufacturer Quality Control Testing
GCL Lot No.GCL Roll
No.Clay lot No. Area (SF)
Roll # 
Tested
CQA Conformance Testing
201024LO 1871 060210B 3,000 1867
201024LO 1872 060210B 3,000 1867
201024LO 1873 060210B 3,000 1867
201024LO 1874 060210B 3,000 1867
201024LO 1875 060210B 3,000 1867
201024LO 1876 060210B 3,000 1867
201024LO 1877 060210B 3,000 1867
201024LO 1878 060210B 3,000 1867
201024LO 1879 060210B 3,000 1867
201024LO 1880 060210B 3,000 1880
201024LO 1881 060210B 3,000 1880
201024LO 1882 060210C 3,000 1880
201024LO 1883 060210C 3,000 1880
201024LO 1884 060210C 3,000 1880
201024LO 1885 060210C 3,000 1880
201024LO 1886 060210C 3,000 1880
201024LO 1887 060210C 3,000 1880
201024LO 1888 060210C 3,000 1880
201024LO 1889 060210C 3,000 1880
201024LO 1890 060210C 3,000 1880
201024LO 1891 060210C 3,000 1880
201024LO 1892 060210C 3,000 1880
201024LO 1893 060210C 3,000 1893
201024LO 1894 060210C 3,000 1893
201024LO 1895 060210C 3,000 1893
201024LO 1896 060210C 3,000 1893
201024LO 1897 060210C 3,000 1893
201024LO 1898 060210C 3,000 1893
201024LO 1899 060210C 3,000 1893 0.86
201024LO 1900 060210C 3,000 1893
201024LO 1901 060210C 3,000 1893
201024LO 1902 060210C 3,000 1893
201024LO 1903 060210C 3,000 1893
201024LO 1904 060210C 3,000 1893
201024LO 1905 060210C 3,000 1893
201024LO 1906 060210C 3,000 1906
201024LO 1907 060210C 3,000 1906
201024LO 1908 060210C 3,000 1906
201024LO 1909 060210C 3,000 1906
201024LO 1910 060210C 3,000 1906
201024LO 1911 060210C 3,000 1906
201024LO 1912 060210D 3,000 1906
201024LO 1913 060210D 3,000 1906
201024LO 1914 060210D 3,000 1906
201024LO 1915 060210D 3,000 1906
201024LO 1916 060210D 3,000 1906
201024LO 1917 060210D 3,000 1906
201024LO 1918 060210D 3,000 1906
201024LO 1919 060210D 3,000 1919
201024LO 1920 060210D 3,000 1919
201024LO 1921 060210D 3,000 1919
201024LO 1922 060210D 3,000 1919
201024LO 1923 060210D 3,000 1919
201024LO 1924 060210D 3,000 1919
201024LO 1925 060210D 3,000 1919
201024LO 1926 060210D 3,000 1919
201024LO 1927 060210D 3,000 1919
201024LO 1928 060210D 3,000 1919
201024LO 1929 060210D 3,000 1919
201024LO 1930 060210D 3,000 1919
201024LO 1931 060210D 3,000 1919
201024LO 1932 060210D 3,000 1932 0.9
201024LO 1933 060210D 3,000 1932 3.40E-09
201024LO 1934 060210D 3,000 1932
201024LO 1935 060210D 3,000 1932
201024LO 1936 060210D 3,000 1932
201024LO 1937 060210D 3,000 1932
201024LO 1938 060210D 3,000 1932
0.87
0.84
0.85
0.83
0.88
0.85
GCLLog Page 8 of 11
Summary of GCL Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Geosyntec Consultants
Bentonite Index Mass per Index
Content Flux unit area Flux
0.75 1.00E-08 0.75 1.00E-08
minimum maximum minimum maximum
lb/sq. ft m3/m2-2 lb/sq. ft m3/m2-2
1/50,000 sf 1/200,000 sf 1/100,000 sf 1/400,000 sf
Manufacturer Quality Control Testing
GCL Lot No.GCL Roll
No.Clay lot No. Area (SF)
Roll # 
Tested
CQA Conformance Testing
201024LO 1939 060210D 3,000 1932
201024LO 1940 060210D 3,000 1932
201024LO 1941 060210D 3,000 1932
201024LO 1942 060210E 3,000 1932
201024LO 1943 060210E 3,000 1932
201024LO 1944 060210E 3,000 1932
201024LO 1945 060210E 3,000 1945
201024LO 1946 060210E 3,000 1945
201024LO 1947 060210E 3,000 1945
201024LO 1948 060210E 3,000 1945
201024LO 1949 060210E 3,000 1945
201024LO 1950 060210E 3,000 1945
201024LO 1951 060210E 3,000 1945
201024LO 1953 060210E 3,000 1945
201024LO 1954 060210E 3,000 1945
201024LO 1955 060210E 3,000 1945
201024LO 1956 060210E 3,000 1945
201024LO 1957 060210E 3,000 1945
201024LO 1958 060210E 3,000 1958
201024LO 1959 060210E 3,000 1958
201024LO 1960 060210E 3,000 1958
201024LO 1961 060210E 3,000 1958
201024LO 1962 060210E 3,000 1958
201024LO 1963 060210E 3,000 1958
201024LO 1964 060210E 3,000 1964
201024LO 1965 060210E 3,000 1964 0.8
201024LO 1967 060210E 3,000 1964
201024LO 1968 060210E 3,000 1964
201024LO 1969 060210E 3,000 1964
201024LO 1970 060210E 3,000 1964
201024LO 1971 060210E 3,000 1964
201024LO 1972 060210E 3,000 1964
201024LO 1973 060210E 3,000 1964
201024LO 1974 060210F 3,000 1974
201024LO 1975 060210F 3,000 1974
201024LO 1976 060210F 3,000 1974
201024LO 1977 060210F 3,000 1974
201024LO 1978 060210F 3,000 1974
201024LO 1979 060210F 3,000 1974
201024LO 1980 060210F 3,000 1974
201024LO 1981 060210F 3,000 1974
201024LO 1982 060210F 3,000 1974
201024LO 1983 060210F 3,000 1974
201024LO 1984 060210F 3,000 1974
201024LO 1985 060210F 3,000 1974
201024LO 1986 060210F 3,000 1974
201024LO 1987 060210F 3,000 1987
201024LO 1988 060210F 3,000 1987
201024LO 1989 060210F 3,000 1987
201024LO 1990 060210F 3,000 1987
201024LO 1991 060210F 3,000 1987
201024LO 1992 060210F 3,000 1987
201024LO 1993 060210F 3,000 1987
201024LO 1994 060210F 3,000 1987
201024LO 1995 060210F 3,000 1987
201024LO 1996 060210F 3,000 1987
201024LO 1997 060210F 3,000 1987
201024LO 1998 060210F 3,000 1987 0.86 3.50E-09
201024LO 1999 060210F 3,000 1987 3.50E-09
201024LO 2000 060210F 3,000 2000
201024LO 2001 060210F 3,000 2000
201024LO 2002 060210F 3,000 2000
201024LO 2003 060210F 3,000 2000
201024LO 2004 060310A 3,000 2000
201024LO 2005 060310A 3,000 2000
201024LO 2006 060310A 3,000 2000
201024LO 2007 060310A 3,000 2000
201024LO 2008 060310A 3,000 2000
0.84
0.85
0.84
0.83
0.83
0.83
0.81
GCLLog Page 9 of 11
Summary of GCL Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Geosyntec Consultants
Bentonite Index Mass per Index
Content Flux unit area Flux
0.75 1.00E-08 0.75 1.00E-08
minimum maximum minimum maximum
lb/sq. ft m3/m2-2 lb/sq. ft m3/m2-2
1/50,000 sf 1/200,000 sf 1/100,000 sf 1/400,000 sf
Manufacturer Quality Control Testing
GCL Lot No.GCL Roll
No.Clay lot No. Area (SF)
Roll # 
Tested
CQA Conformance Testing
201024LO 2009 060310A 3,000 2000
201024LO 2010 060310A 3,000 2000
201024LO 2011 060310A 3,000 2000
201024LO 2012 060310A 3,000 2000
201024LO 2013 060310A 3,000 2013
201024LO 2014 060310A 3,000 2013
201024LO 2015 060310A 3,000 2013
201024LO 2016 060310A 3,000 2013
201024LO 2017 060310A 3,000 2013
201024LO 2018 060310A 3,000 2013
201024LO 2019 060310A 3,000 2013
201024LO 2020 060310A 3,000 2013
201024LO 2021 060310A 3,000 2013
201024LO 2022 060310A 3,000 2013
201024LO 2023 060310A 3,000 2013
201024LO 2024 060310A 3,000 2013
201024LO 2025 060310A 3,000 2013
201024LO 2026 060310A 3,000 2026
201024LO 2027 060310A 3,000 2026
201024LO 2028 060310A 3,000 2026
201024LO 2029 060310A 3,000 2026
201024LO 2030 060310A 3,000 2026
201024LO 2031 060310A 3,000 2026
201024LO 2032 060310A 3,000 2026
201024LO 2033 060310A 3,000 2026
201024LO 2034 060310B 3,000 2026
201024LO 2035 060310B 3,000 2026
201024LO 2036 060310B 3,000 2026
201024LO 2037 060310B 3,000 2026
201024LO 2038 060310B 3,000 2026
201024LO 2039 060310B 3,000 2039
201024LO 2040 060310B 3,000 2039
201024LO 2041 060310B 3,000 2039
201024LO 2042 060310B 3,000 2039
201024LO 2043 060310B 3,000 2039
201024LO 2044 060310B 3,000 2039
201024LO 2045 060310B 3,000 2039
201024LO 2046 060310B 3,000 2039
201031LO 3046 072310B 3,000 3046 3.50E-09
201031LO 3047 072310B 3,000 3046 0.8
201031LO 3048 072310B 3,000 3046
201031LO 3049 072310B 3,000 3046
201031LO 3050 072310B 3,000 3046
201039LO 4142 091010E 3,000 4137 2.90E-09 0.87 3.20E-09
201039LO 4143 091010F 3,000 4137
201039LO 4144 091010F 3,000 4137
201039LO 4145 091010F 3,000 4137
201039LO 4146 091010F 3,000 4137
201039LO 4147 091010F 3,000 4137
201039LO 4148 091010F 3,000 4137
201039LO 4149 091010F 3,000 4137
201039LO 4150 091010F 3,000 4137
201039LO 4151 091010F 3,000 4151
201039LO 4152 091010F 3,000 4151
201039LO 4153 091010F 3,000 4151
201039LO 4154 091010F 3,000 4151
201039LO 4155 091010F 3,000 4151
201039LO 4156 091010F 3,000 4151
201039LO 4157 091010F 3,000 4151
201039LO 4158 091010F 3,000 4151
201039LO 4159 091010F 3,000 4151
201039LO 4160 091010F 3,000 4151
201039LO 4161 091010F 3,000 4151
201039LO 4162 091010F 3,000 4151
201039LO 4163 091010F 3,000 4151
201039LO 4164 091010F 3,000 4164
201039LO 4165 091010F 3,000 4164
201039LO 4166 091010F 3,000 4164
0.85
0.86
0.86
0.88
0.85
0.89
0.88
0.93
GCLLog Page 10 of 11
Summary of GCL Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Geosyntec Consultants
Bentonite Index Mass per Index
Content Flux unit area Flux
0.75 1.00E-08 0.75 1.00E-08
minimum maximum minimum maximum
lb/sq. ft m3/m2-2 lb/sq. ft m3/m2-2
1/50,000 sf 1/200,000 sf 1/100,000 sf 1/400,000 sf
Manufacturer Quality Control Testing
GCL Lot No.GCL Roll
No.Clay lot No. Area (SF)
Roll # 
Tested
CQA Conformance Testing
201039LO 4167 091010F 3,000 4164
201039LO 4168 091010F 3,000 4164
201039LO 4169 091010F 3,000 4164
201039LO 4170 091010F 3,000 4164
201039LO 4171 091010F 3,000 4164
201039LO 4172 091010F 3,000 4164
201039LO 4173 091010F 3,000 4164
201039LO 4174 091010F 3,000 4164
201039LO 4175 091010F 3,000 4164 0.82
201039LO 4176 091010F 3,000 4164
201039LO 4177 091010F 3,000 4177
201039LO 4178 091010F 3,000 4177
201039LO 4179 091010F 3,000 4177
201039LO 4180 091010F 3,000 4177
201039LO 4181 091010F 3,000 4177
201039LO 4182 091010F 3,000 4177
201039LO 4183 091010F 3,000 4177
201039LO 4184 091010F 3,000 4177
201039LO 4185 091010F 3,000 4177
201039LO 4186 091010F 3,000 4177
201039LO 4187 091010F 3,000 4177
201039LO 4188 091110A 3,000 4177
201039LO 4189 091110A 3,000 4177
201039LO 4190 091110A 3,000 4190
201039LO 4191 091110A 3,000 4190
201039LO 4192 091110A 3,000 4190
201039LO 4193 091110A 3,000 4190
201043LO 4455 100110A 3,000 4455 3.10E-09
201043LO 4456 100110A 3,000 4455 0.83
201043LO 4457 100110A 3,000 4455
201043LO 4458 100110A 3,000 4455
201043LO 4459 100110A 3,000 4455
201043LO 4460 100110A 3,000 4455
201043LO 4461 100110A 3,000 4455
201043LO 4462 100110A 3,000 4455
201043LO 4463 100110A 3,000 4455
201043LO 4464 100110A 3,000 4455
201043LO 4465 100110A 3,000 4455
201043LO 4466 100110A 3,000 4455
201043LO 4467 100110A 3,000 4455
Number of tests: 73 15 25 7
Total (sf):2,160,000 29,589 144,000 86,400 308,571
0.87
0.85
0.92
0.93
GCLLog Page 11 of 11

Appendix E-2
CQA Conformance Test Results
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same (Project Number SC0349)
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
cc email: [e-mail]
email:[e-mail]
cc email: [e-mail]
cc email: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-86-09
Material(s) Tested: 1 Bentomat ST GCL
Test(s) Requested: Bentonite - Mass/Unit Area (ASTM D 5993)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
August 3, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 3047
TRI Log #: E2337-86-09
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.76 0.83 0.79 0.81 0.82 0.80
Moisture Content (%) 28.9 25.5 26.7 29.4 24.0 26.9
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-62-03
Material(s) Tested: 3 Bentomat ST GCL(s)
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 22, 2010
page 1 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1965
TRI Log #: E2337-62-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.86 0.79 0.81 0.74 0.81 0.80 0.04
Moisture Content (%) 20.3 22.7 24.8 23.4 22.8 22.8 1.6
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1998
TRI Log #: E2337-62-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.85 0.88 0.82 0.89 0.85 0.86 0.03
Moisture Content (%) 29.1 25.9 28.8 29.2 27.0 28.0 1.5
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.5E-09 3.5E-09
Hydraulic Conductivity (cm/sec) 2.9E-09 2.9E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 2031
TRI Log #: E2337-62-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.86 0.84 0.81 0.88 0.82 0.84 0.03
Moisture Content (%) 25.0 25.0 25.0 25.0 25.0 25.0 0.0
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-61-01
Material(s) Tested: 3 Bentomat ST GCL(s)
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
Permeability/Hydraulic Conductivity (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 17, 2010
page 1 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1866
TRI Log #: E2337-61-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.80 0.86 0.85 0.80 0.81 0.82 0.03
Moisture Content (%) 28.1 24.7 28.0 28.8 26.5 27.2 1.6
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.1E-09 3.1E-09
Hydraulic Conductivity (cm/sec) 2.7E-09 2.7E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Cetco Bentomat ST GCL
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
TRI Log #: E2337-61-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Sample Identification: 1899
Bentonite mass/unit area (lbs/ft2)0.91 0.87 0.87 0.84 0.82 0.86 0.03
Moisture Content (%) 27.5 25.4 28.1 28.8 25.7 27.1 1.5
Sample Identification: 1932
Bentonite mass/unit area (lbs/ft2)0.91 0.91 0.95 0.91 0.81 0.90 0.05
Moisture Content (%) 25.7 24.3 25.8 27.1 24.9 25.6 1.1
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-57-09
Material(s) Tested: 1 Bentomat ST GCL(s)
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 10, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1838
TRI Log #: E2337-57-09
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.77 0.80 0.80 0.81 0.76 0.79 0.02
Moisture Content (%) 31.6 27.2 31.4 31.7 30.1 30.4 1.9
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-57-02
Material(s) Tested: 2 Bentomat ST GCL(s)
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 7, 2010
page 1 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1772
TRI Log #: E2337-57-02
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.84 0.90 0.83 0.86 0.79 0.84 0.04
Moisture Content (%) 29.9 26.0 30.0 29.2 28.4 28.7 1.6
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1805
TRI Log #: E2337-57-02
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.84 0.87 0.84 0.81 0.87 0.85 0.03
Moisture Content (%) 30.4 28.2 30.0 31.3 27.6 29.5 1.5
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-55-09
Material(s) Tested: 1 Bentomat ST GCL(s)
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 8, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1739
TRI Log #: E2337-55-09
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.96 0.94 0.96 0.99 0.91 0.95 0.03
Moisture Content (%) 24.6 22.2 25.1 25.5 24.0 24.3 1.3
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.0E-09 3.0E-09
Hydraulic Conductivity (cm/sec) 2.6E-09 2.6E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-55-01
Material(s) Tested: 3 Bentomat ST GCL(s)
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 3, 2010
page 1 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1640
TRI Log #: E2337-55-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.85 0.85 0.83 0.82 0.82 0.83 0.02
Moisture Content (%) 29.1 25.3 29.3 29.4 26.1 27.8 2.0
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1673
TRI Log #: E2337-55-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.75 0.90 0.86 0.75 0.94 0.84 0.09
Moisture Content (%) 27.9 25.0 26.4 27.9 25.3 26.5 1.4
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1706
TRI Log #: E2337-55-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.89 0.82 0.82 0.80 0.80 0.83 0.04
Moisture Content (%) 26.8 23.7 27.5 27.2 27.1 26.5 1.6
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-51-10
Material(s) Tested: 3 Bentomat ST GCL(s)
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
May 24, 2010
page 1 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1481
TRI Log #: E2337-51-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.84 0.90 0.84 0.85 0.87 0.86 0.03
Moisture Content (%) 27.0 24.4 24.9 26.2 23.1 25.1 1.5
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1514
TRI Log #: E2337-51-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.81 0.95 0.78 0.81 0.77 0.82 0.07
Moisture Content (%) 27.0 23.8 26.1 27.2 26.1 26.0 1.4
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 1547
TRI Log #: E2337-51-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.76 0.83 0.84 0.86 0.87 0.83 0.04
Moisture Content (%) 28.9 25.8 28.6 27.7 26.7 27.5 1.3
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.3E-09 3.3E-09
Hydraulic Conductivity (cm/sec) 3.6E-09 3.6E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-42-06
Material(s) Tested: 4 Bentomat ST GCL(s)
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
May 6, 2010
page 1 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 848
TRI Log #: E2337-42-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.92 0.87 0.87 0.88 0.89 0.89 0.02
Moisture Content (%) 22.3 25.3 23.7 23.6 22.3 23.4 1.2
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 881
TRI Log #: E2337-42-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.88 0.89 0.89 0.90 0.94 0.90 0.02
Moisture Content (%) 26.2 24.1 26.2 24.9 24.8 25.2 0.9
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 914
TRI Log #: E2337-42-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.85 0.91 0.84 0.83 0.88 0.86 0.03
Moisture Content (%) 26.1 22.8 25.3 26.9 23.8 25.0 1.7
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.4E-09 3.4E-09
Hydraulic Conductivity (cm/sec) 3.3E-09 3.3E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client:
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 947
TRI Log #: E2337-42-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.87 0.80 0.82 0.73 0.85 0.81 0.05
Moisture Content (%) 25.5 29.9 28.6 44.4 27.2 31.1 7.6
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 5 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2337-41-03
Material(s) Tested: 2 Bentomat ST GCL(s)
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
May 5, 2010
page 1 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 782
TRI Log #: E2337-41-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.90 0.87 0.84 0.86 0.83 0.86 0.03
Moisture Content (%) 23.0 26.1 26.8 26.0 24.2 25.2 1.6
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.2E-09 3.2E-09
Hydraulic Conductivity (cm/sec) 2.5E-09 2.5E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client:
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 815
TRI Log #: E2337-41-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.87 0.90 0.88 0.91 0.92 0.90 0.02
Moisture Content (%) 26.5 23.9 26.9 25.4 25.0 25.5 1.2
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same (Project Number SC0349)
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
cc email: [e-mail]
email: [e-mail]
cc email: [e-mail]
cc email: [e-mail]
Dear Mr. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2347-26-03
Material(s) Tested: 1 Bentomat ST GCL
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
October 25, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 4456
TRI Log #: E2347-26-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.86 0.85 0.81 0.79 0.82 0.83 0.03
Moisture Content (%) 28.9 26.1 29.3 28.8 27.7 28.2 1.3
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same (Project Number SC0349)
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
cc email: [e-mail]
email: [e-mail]
cc email: [e-mail]
cc email: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2347-17-02
Material(s) Tested: 1 Bentomat ST GCL
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
September 29, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 4175
TRI Log #: E2347-17-02
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.88 0.85 0.74 0.88 0.74 0.82 0.07
Moisture Content (%) 26.5 24.5 26.8 25.3 26.0 25.8 0.9
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same (Project Number SC0349)
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
email: [e-mail]
cc email: [e-mail]
cc email: [e-mail]
cc email: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2347-16-02
Material(s) Tested: 1 Bentomat ST GCL
Test(s) Requested: Mass/Unit Area (ASTM D 5993)
Index Flux (ASTM D 5887)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
John M. Allen, P.E.
Division Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
September 27, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: 4142
TRI Log #: E2347-16-02
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D 5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.86 0.94 0.81 0.84 0.90 0.87 0.05
Moisture Content (%) 28.1 25.6 27.5 27.5 25.7 26.9 1.1
Index Flux (ASTM D 5887)
Index Flux (m3/m2/sec)3.2E-09 3.2E-09
Hydraulic Conductivity (cm/sec) 3.0E-09 3.0E-09
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]

Appendix E-3
CQA Conformance for Hydration Test
Results
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL Coupon
Sample Identification: G-01
TRI Log #: E2337-72-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 143 143
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL Coupon
Sample Identification: G-02
TRI Log #: E2337-73-04
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 123 123
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-3
TRI Log #: E2337-75-05
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 142 142
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL Coupon
Sample Identification: G-04
TRI Log #: E2337-76-07
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 128 128
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
TRI Log #: E2337-78-04
PARAMETER TEST REPLICATE NUMBER MEAN
Sample Identification: G-5 1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 138 138
Note: Bentonite sample tested is taken from finished GCL product.
Sample Identification: G-6 1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 126 126
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-7
TRI Log #: E2337-80-07
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 171 171
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-8
TRI Log #: E2337-82-02
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%)105 105
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4 B
Material: GCL
Sample Identification: G-9
TRI Log #: E2337-83-07
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%)111 111
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4 B
Material: GCL
Sample Identification: G-10
TRI Log #: E2337-85-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%)112 112
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL Coupon
Sample Identification: G-11
TRI Log #: E2337-86-04
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 70 70
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL Coupon
Sample Identification: G-12
TRI Log #: E2337-88-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 85 85
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL Coupon
Sample Identification: G-13
TRI Log #: E2337-97-08
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%)108 108
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL Coupon
Sample Identification: G-14
TRI Log #: E2337-97-08
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%)155 155
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.15
TRI Log #: E2347-01-02
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 114 114
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.16
TRI Log #: E2347-01-02
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 92.6 92.6
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-17
TRI Log #: E2347-02-04
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 151 150.8
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-18
TRI Log #: E2347-02-04
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 86.7 86.7
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-19
TRI Log #: E2347-03-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 123 123
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-20
TRI Log #: E2347-03-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 76 76
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.21
TRI Log #: E2347-08-05
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 223 223
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.22
TRI Log #: E2347-10-06
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 122 122
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.23
TRI Log #: E2347-10-06
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 147 147
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.24
TRI Log #: E2347-10-06
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 174 174
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.25
TRI Log #: E2348-12-01
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 100 100
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.26
TRI Log #: E2347-14-02
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%)184 184
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.27
TRI Log #: E2347-15-07
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 142 142
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.28
TRI Log #: E2347-18-07
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 203 203
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-29
TRI Log #: E2347-21-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 213 213
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-30
TRI Log #: E2347-21-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 231 231
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-31
TRI Log #: E2347-23-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 86.1 86.1
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-32
TRI Log #: E2347-23-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 108.0 108.0
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-33
TRI Log #: E2347-23-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 157.2 157.2
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-34
TRI Log #: E2347-24-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 167 167.0
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-35
TRI Log #: E2347-24-05
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 138 137.9
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-36
TRI Log #: E2347-24-05
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 99.7 99.7
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.37
TRI Log #: E2347-25-02
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 131 131
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.38
TRI Log #: E2347-25-02
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 129 129
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: Bentomat ST GCL
Sample Identification: G.39
TRI Log #: E2347-25-02
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 160 160
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 4
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-40
TRI Log #: E2347-26-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 123 123
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 6
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-41
TRI Log #: E2347-26-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 160 160
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 6
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-42
TRI Log #: E2347-26-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 131 131
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 6
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-43
TRI Log #: E2347-26-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 119 119
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 5 of 6
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-44
TRI Log #: E2347-26-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 151 151
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 6 of 6
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-45
TRI Log #: E2347-28-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 119 119
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-46
TRI Log #: E2347-28-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 169 169
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-47
TRI Log #: E2347-28-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 136 136
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-48
TRI Log #: E2347-28-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 141 141
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 5 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-49
TRI Log #: E2347-28-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 105 105
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 6 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-50
TRI Log #: E2347-28-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 178 178
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 7 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-51
TRI Log #: E2347-30-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%)141 141
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G.52
TRI Log #: E2347-34-07
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 256 256
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G.53
TRI Log #: E2347-36-10
PARAMETER TEST REPLICATE NUMBER MEAN
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 171 171
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-54
TRI Log #: E2347-37-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 217 217
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GCL TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GCL
Sample Identification: G-55
TRI Log #: E2347-37-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Moisture Content (ASTM D 2216, Method A)
Moisture Content (%) 212 212
Note: Bentonite sample tested is taken from finished GCL product.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]

Appendix E-4
Subgrade Acceptance Form

Appendix F
Geomembrane

Appendix F-1
Material Inventory Logs
Summary of Smooth Geomembrane Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Avg. Min. TD Yield MD Yield TD Break MD Break TD Yield MD Yield TD Elongation MD Elongation TD Tear MD Tear Puncture Density Carbon Carbon min Carbon Carbon Yield Break Yield ElongationThick. Thick. Strength Strength Strength Strength Elongation Elongation @ Break @ Break Resistance Resistance Resistance 0.940 Content Disp. Average Minimum Density Content Disp. Strength1 Strength1 Elongation1 @ Break1
60.0 54.0 126 126 90 90 12 12 100 100 42 42 90 minimum 2 - 3 % (min 80%) CAT 1-2 60 54 0.94 2 - 3 % (min 90%) CAT 1-2 126 228 12 700mil mil ppi ppi ppi ppi percent percent percent percent lb lb lb g/cc 100% CAT 1, 2, 3 g/cc 100% CAT 1, 2, 3 ppi ppi percent percent
(ft) (ft)(SF)1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2
104152968 10D1007 560.0 22.5 12600 61 60 144 134 284 282 17 17 854 806 48 54 145 0.946 2.52 10 62 61 0.953 2.69 100 145 296 19 784
104152969 10D1007 560.0 22.5 12600 60 57 144 134 284 282 17 17 854 806 48 54 145 0.946 2.52 10
104152970 10D1007 560.0 22.5 12600 60 58 144 134 284 282 17 17 854 806 48 54 145 0.946 2.52 1010415297110D1007 560.0 22.5 12600 61 58 153 144 308 298 17 17 902 839 54 55 147 0.947 2.32 10
104152972 10D1007 560.0 22.5 12600 60 58 153 144 308 298 17 17 902 839 54 55 147 0.947 2.32 10
104152973 10D1007 560.0 22.5 12600 61 58 153 144 308 298 17 17 902 839 54 55 147 0.947 2.32 10
104152974 10D1007 560.0 22.5 12600 61 59 152 147 330 291 17 15 970 862 50 53 150 0.946 2.68 10
104152975 10D1007 560.0 22.5 12600 61 59 152 147 330 291 17 15 970 862 50 53 150 0.946 2.68 10
104152976 10D1007 560.0 22.5 12600 62 59 152 147 330 291 17 15 970 862 50 53 150 0.946 2.68 10
104152977 10D1007 560.0 22.5 12600 63 60 144 134 297 286 16 19 831 776 48 51 143 0.946 2.68 10
104152978 10D1007 560.0 22.5 12600 60 57 144 134 297 286 16 19 831 776 48 51 143 0.946 2.7 10
104152979 10D1007 560.0 22.5 12600 61 57 144 134 297 286 16 19 831 776 48 51 143 0.946 2.7 10
104152980 10D1007 560.0 22.5 12600 61 58 147 133 302 297 16 19 769 833 49 51 137 0.945 2.6 10
104152981 10D1007 560.0 22.5 12600 60 58 147 133 302 297 16 19 769 833 49 51 137 0.945 2.6 10
104152982 10D1007 560.0 22.5 12600 61 58 147 133 302 297 16 19 769 833 49 51 137 0.945 2.6 10
104152983 10D1007 560.0 22.5 12600 61 58 139 135 317 299 17 18 960 856 52 52 144 0.945 2.49 10
104152986 10D1007 560.0 22.5 12600 61 59 139 135 317 299 17 18 960 856 52 52 144 0.945 2.49 10
104152987 10D1014 560.0 22.5 12600 61 60 146 147 326 304 17 17 966 854 51 55 148 0.945 2.78 10
104152988 10D1014 560.0 22.5 12600 61 60 146 147 326 304 17 17 966 854 51 55 148 0.945 2.78 10
104152989 10D1014 560.0 22.5 12600 61 59 146 147 326 304 17 17 966 854 51 55 148 0.945 2.78 10
104152990 10D1014 560.0 22.5 12600 63 60 140 132 305 282 17 17 947 851 47 50 143 0.945 2.49 10
104152991 10D1014 560.0 22.5 12600 63 60 140 132 305 282 17 17 947 851 47 50 143 0.945 2.49 10
104152992 10D1014 560.0 22.5 12600 61 59 140 132 305 282 17 17 947 851 47 50 143 0.945 2.49 10
104152993 10D1014 560.0 22.5 12600 61 58 143 135 313 304 16 17 973 909 47 51 141 0.945 2.42 10
104152994 10D1014 560.0 22.5 12600 62 60 143 135 313 304 16 17 973 909 47 51 141 0.945 2.42 10 64 62 0.954 2.75 100 152 302 18 796
104153231 8100303 560.0 22.5 12600 61 59 150 137 318 296 17 17 906 846 48 50 143 0.946 2.49 10
104153233 8100303 560.0 22.5 12600 61 60 150 137 318 296 17 17 906 846 48 50 143 0.946 2.49 10
104153234 8100303 560.0 22.5 12600 62 60 148 141 326 324 17 17 955 899 51 55 149 0.946 2.36 101041532358100303 560.0 22.5 12600 61 60 148 141 326 324 17 17 955 899 51 55 149 0.946 2.36 10
104153236 8100303 560.0 22.5 12600 61 59 148 141 326 324 17 17 955 899 51 55 149 0.946 2.36 10
104153237 8100303 560.0 22.5 12600 61 59 144 145 328 306 17 17 945 843 53 53 150 0.946 2.48 10
104153238 8100303 560.0 22.5 12600 62 60 144 145 328 306 17 17 945 843 53 53 150 0.946 2.48 10
104153239 8100303 560.0 22.5 12600 62 61 144 145 328 306 17 17 945 843 53 53 150 0.946 2.48 10
104153240 8100303 560.0 22.5 12600 62 60 143 136 326 291 16 17 956 819 48 52 148 0.946 2.51 10
104153241 8100303 560.0 22.5 12600 61 59 143 136 326 291 16 17 956 819 48 52 148 0.946 2.51 10
104153242 8100303 560.0 22.5 12600 62 61 143 136 326 291 16 17 956 819 48 52 148 0.946 2.51 10
104153243 8100303 560.0 22.5 12600 61 60 150 142 332 277 16 17 981 778 48 50 148 0.946 2.35 10
104153244 8100303 560.0 22.5 12600 62 59 150 142 332 277 16 17 981 778 48 50 148 0.946 2.35 10
104153245 8100303 560.0 22.5 12600 61 59 150 142 332 277 16 17 981 778 48 50 148 0.946 2.35 10
104153246 8100303 560.0 22.5 12600 61 60 146 139 320 292 17 17 946 832 52 52 149 0.946 2.5 10 64 61 0.95 2.72 10 146 306 18 807
104153247 8100303 560.0 22.5 12600 61 60 146 139 320 292 17 17 946 832 52 52 149 0.946 2.5 10
104153248 8100303 560.0 22.5 12600 61 59 146 139 320 292 17 17 946 832 52 52 149 0.946 2.5 10
104153249 8100303 560.0 22.5 12600 61 58 142 134 291 300 17 17 858 844 51 53 139 0.946 2.3 10
104153250 8100303 560.0 22.5 12600 61 58 142 134 291 300 17 17 858 844 51 53 139 0.946 2.3 10
104153251 8100303 560.0 22.5 12600 61 58 142 134 291 300 17 17 858 844 51 53 139 0.946 2.3 10
104153252 8100303 560.0 22.5 12600 60 58 155 157 333 307 17 18 874 780 53 54 146 0.946 2.45 10
104153253 8100303 560.0 22.5 12600 61 59 155 157 333 307 17 18 874 780 53 54 146 0.946 2.45 10
104153254 8100303 560.0 22.5 12600 61 59 155 157 333 307 17 18 874 780 53 54 146 0.946 2.45 10
104153255 8100303 560.0 22.5 12600 61 60 144 140 313 264 17 17 912 760 50 53 146 0.944 2.44 10
104153256 8100303 560.0 22.5 12600 61 59 144 140 313 264 17 17 912 760 50 53 146 0.944 2.44 10
104153257 8100303 560.0 22.5 12600 61 59 144 140 313 264 17 17 912 760 50 53 146 0.944 2.44 10
104153258 8100303 560.0 22.5 12600 60 58 143 135 313 315 17 17 920 902 46 49 148 0.945 2.57 10
104153259 8100303 560.0 22.5 12600 61 59 143 135 313 315 17 17 920 902 46 49 148 0.945 2.57 101041532608100303 560.0 22.5 12600 61 59 143 135 313 315 17 17 920 902 46 49 148 0.945 2.57 10
104153261 8100303 560.0 22.5 12600 61 60 152 143 343 303 16 18 913 787 54 53 146 0.946 2.7 10 68 60 0.952 2.73 10 146 282 19 747
104153262 8100303 560.0 22.5 12600 61 60 152 143 343 303 16 18 913 787 54 53 146 0.946 2.7 10
104153263 8100303 560.0 22.5 12600 61 59 152 143 343 303 16 18 913 787 54 53 146 0.946 2.7 10
104153264 8100303 560.0 22.5 12600 61 59 147 141 334 298 16 19 877 761 52 54 148 0.946 2.53 10
104153265 8100303 560.0 22.5 12600 61 59 147 141 334 298 16 19 877 761 52 54 148 0.946 2.53 10
104153266 8100303 560.0 22.5 12600 61 59 147 141 334 298 16 19 877 761 52 54 148 0.946 2.53 10
104153524 10E1133 560.0 22.5 12600 66 63 157 154 322 282 16 19 841 754 52 54 155 0.945 2.49 10 65 62 0.953 2.58 10 151 297 18 793
104153525 10E1133 560.0 22.5 12600 63 61 147 147 314 302 16 18 846 792 55 53 149 0.945 2.47 10
104153526 10E1133 560.0 22.5 12600 61 59 147 147 314 302 16 18 846 792 55 53 149 0.945 2.47 10
104153527 10E1133 560.0 22.5 12600 61 58 147 147 314 302 16 18 846 792 55 53 149 0.945 2.47 10
104153528 10E1133 560.0 22.5 12600 62 60 156 148 313 302 17 17 911 847 53 56 142 0.945 2.49 10
104153529 10E1133 560.0 22.5 12600 60 58 156 148 313 302 17 17 911 847 53 56 142 0.945 2.49 10
104153530 10E1133 560.0 22.5 12600 62 60 156 148 313 302 17 17 911 847 53 56 142 0.945 2.49 10
104153531 10E1133 560.0 22.5 12600 62 59 159 149 328 325 17 17 943 867 52 58 149 0.945 2.38 10
104153532 10E1133 560.0 22.5 12600 61 60 159 149 328 325 17 17 943 867 52 58 149 0.945 2.38 10
104153533 10E1133 560.0 22.5 12600 63 62 159 149 328 325 17 17 943 867 52 58 149 0.945 2.38 10
104153539 10E1133 560.0 22.5 12600 62 61 153 139 314 304 15 20 811 793 51 54 154 0.944 2.55 10
104153540 10E1133 560.0 22.5 12600 62 60 153 146 304 276 17 17 904 786 51 54 150 0.943 2.31 10
104153541 10E1133 560.0 22.5 12600 61 59 153 146 304 276 17 17 904 786 51 54 150 0.943 2.31 10
104153542 10E1133 560.0 22.5 12600 61 60 153 146 304 276 17 17 904 786 51 54 150 0.943 2.31 10
104153543 10E1133 560.0 22.5 12600 61 60 143 140 292 301 17 17 838 894 49 51 147 0.944 2.46 10
104153544 10E1133 560.0 22.5 12600 64 60 143 140 292 301 17 17 838 894 49 51 147 0.944 2.46 10 65 61 0.851 2.39 10 154 312 18 847
104153545 10E1133 560.0 22.5 12600 60 57 143 140 292 301 17 17 838 894 49 51 147 0.944 2.46 10
104153546 10E1133 560.0 22.5 12600 61 58 134 135 306 276 17 17 934 816 46 48 146 0.944 2.36 1010415354710E1133 560.0 22.5 12600 62 59 134 135 306 276 17 17 934 816 46 48 146 0.944 2.36 10
104153548 10E1133 560.0 22.5 12600 61 59 134 135 306 276 17 17 934 816 46 48 146 0.944 2.36 10
Roll No.Resin Batch No. (Lot #)Length Width Area
Manufacturer Quality Control Testing CQA Conformance Testing
1/ 200,000 ft2mil
Thickness
GeomembraneLog Page 1 of 5
Summary of Smooth Geomembrane Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Avg. Min. TD Yield MD Yield TD Break MD Break TD Yield MD Yield TD Elongation MD Elongation TD Tear MD Tear Puncture Density Carbon Carbon min Carbon Carbon Yield Break Yield ElongationThick. Thick. Strength Strength Strength Strength Elongation Elongation @ Break @ Break Resistance Resistance Resistance 0.940 Content Disp. Average Minimum Density Content Disp. Strength1 Strength1 Elongation1 @ Break1
60.0 54.0 126 126 90 90 12 12 100 100 42 42 90 minimum 2 - 3 % (min 80%) CAT 1-2 60 54 0.94 2 - 3 % (min 90%) CAT 1-2 126 228 12 700mil mil ppi ppi ppi ppi percent percent percent percent lb lb lb g/cc 100% CAT 1, 2, 3 g/cc 100% CAT 1, 2, 3 ppi ppi percent percent
(ft) (ft)(SF)1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2
Roll No.Resin Batch No. (Lot #)Length Width Area
Manufacturer Quality Control Testing CQA Conformance Testing
1/ 200,000 ft2mil
Thickness
104153550 10E1133 560.0 22.5 12600 61 58 151 141 317 302 17 17 929 859 53 54 144 0.944 2.31 10
104153551 10E1133 560.0 22.5 12600 61 59 151 141 317 302 17 17 929 859 53 54 144 0.944 2.31 10
104153552 10E1133 560.0 22.5 12600 60 59 154 148 302 300 17 17 892 849 53 53 149 0.945 2.2 1010415355610E1133 560.0 22.5 12600 61 58 154 148 302 300 17 17 892 849 53 53 149 0.945 2.2 10
104153557 10E1133 560.0 22.5 12600 61 59 154 148 302 300 17 17 892 849 53 53 149 0.945 2.2 10
104153558 10E1133 560.0 22.5 12600 61 60 151 145 324 297 16 18 878 788 50 52 147 0.944 2.29 10
104153559 10E1133 560.0 22.5 12600 61 60 151 145 324 297 16 18 878 788 50 52 147 0.944 2.29 10
104153560 10E1134 560.0 22.5 12600 62 60 151 145 324 297 16 18 878 788 50 52 147 0.944 2.29 10
104153561 10E1134 560.0 22.5 12600 61 59 145 137 318 304 17 17 931 883 50 51 148 0.945 2.44 10
104153563 10E1134 560.0 22.5 12600 61 60 145 137 318 304 17 17 931 883 50 51 148 0.945 2.44 10 64 60 0.851 2.55 10 153 262 19 725
104153564 10E1134 560.0 22.5 12600 61 59 143 138 306 290 17 17 929 844 49 52 147 0.945 2.29 10
104153565 10E1134 560.0 22.5 12600 60 59 143 138 306 290 17 17 929 844 49 52 147 0.945 2.29 10
104153566 10E1134 560.0 22.5 12600 60 59 143 138 306 290 17 17 929 844 49 52 147 0.945 2.29 10
104153567 10E1134 560.0 22.5 12600 62 61 155 152 300 318 16 19 863 824 52 54 144 0.946 2.54 10
104153569 10E1134 560.0 22.5 12600 62 59 155 152 300 318 16 19 863 824 52 54 144 0.946 2.54 10
104153570 10E1134 560.0 22.5 12600 61 60 156 155 325 310 18 18 877 810 53 55 147 0.947 2.33 10
104153571 10E1134 560.0 22.5 12600 62 60 156 155 325 310 18 18 877 810 53 55 147 0.947 2.33 10
104153572 10E1134 560.0 22.5 12600 62 59 156 155 325 310 18 18 877 810 53 55 147 0.947 2.33 10
104153573 10E1134 560.0 22.5 12600 61 59 143 145 318 284 17 17 945 820 49 54 147 0.946 2.4 10
104153574 10E1134 560.0 22.5 12600 60 59 143 145 318 284 17 17 945 820 49 54 147 0.946 2.4 10
104153575 10E1134 560.0 22.5 12600 61 58 143 145 318 284 17 17 945 820 49 54 147 0.946 2.4 10
104153576 10E1134 560.0 22.5 12600 61 60 147 141 316 295 17 17 951 852 47 49 147 0.945 2.39 10
104153577 10E1134 560.0 22.5 12600 61 59 147 141 316 295 17 17 951 852 47 49 147 0.945 2.39 10
104153578 10E1134 560.0 22.5 12600 61 60 147 141 316 295 17 17 951 852 47 49 147 0.945 2.39 10 64 62 0.851 2.46 10 150 285 19 794
104153579 10E1134 560.0 22.5 12600 61 60 142 145 322 306 17 17 967 877 51 53 148 0.945 2.52 10
104153580 10E1134 560.0 22.5 12600 61 58 142 145 322 306 17 17 967 877 51 53 148 0.945 2.52 10
104153581 10E1134 560.0 22.5 12600 61 60 142 145 322 306 17 17 967 877 51 53 148 0.945 2.52 10
104153582 10E1134 560.0 22.5 12600 61 59 148 143 330 315 17 19 907 827 54 54 147 0.945 2.3 1010415358310E1134 560.0 22.5 12600 61 60 148 143 330 315 17 19 907 827 54 54 147 0.945 2.3 10
104153584 10E1134 560.0 22.5 12600 62 60 148 143 330 315 17 19 907 827 54 54 147 0.945 2.3 10
104153585 10E1134 560.0 22.5 12600 61 59 143 135 294 306 17 17 902 881 48 51 143 0.945 2.26 10
104153586 10E1134 560.0 22.5 12600 61 59 143 135 294 306 17 17 902 881 48 51 143 0.945 2.26 10
104153587 10E1134 560.0 22.5 12600 61 60 143 135 294 306 17 17 902 881 48 51 143 0.945 2.26 10
104153588 10E1134 560.0 22.5 12600 62 61 146 141 322 288 16 17 994 870 47 49 143 0.945 2.68 10
104153589 10E1134 560.0 22.5 12600 60 58 146 141 322 288 16 17 994 870 47 49 143 0.945 2.68 10
104153590 10E1134 560.0 22.5 12600 61 58 146 141 322 288 16 17 994 870 47 49 143 0.945 2.68 10
104153591 10E1148 560.0 22.5 12600 61 60 151 141 318 304 17 17 942 859 52 53 148 0.944 2.29 10
104153592 10E1148 560.0 22.5 12600 61 60 151 141 318 304 17 17 942 859 52 53 148 0.944 2.29 10
104153593 10E1148 560.0 22.5 12600 62 59 151 141 318 304 17 17 942 859 52 53 148 0.944 2.29 10 63 62 0.95 2.51 10 148 307 18 834
104153594 10E1148 560.0 22.5 12600 61 60 147 142 322 308 17 17 957 869 56 53 148 0.945 2.29 10
104153595 10E1148 560.0 22.5 12600 61 59 147 142 322 308 17 17 957 869 56 53 148 0.945 2.29 10
104153596 10E1148 560.0 22.5 12600 61 59 147 142 322 308 17 17 957 869 56 53 148 0.945 2.29 10
104153597 10E1148 560.0 22.5 12600 60 58 146 145 318 291 17 17 948 829 54 53 148 0.946 2.35 10
104153598 10E1148 560.0 22.5 12600 61 59 146 145 318 291 17 17 948 829 54 53 148 0.946 2.35 10
104153599 10E1148 560.0 22.5 12600 61 58 146 145 318 291 17 17 948 829 54 53 148 0.946 2.35 10
104153600 10E1148 560.0 22.5 12600 64 60 150 140 325 297 17 17 969 867 51 52 146 0.946 2.43 10
104153601 10E1148 560.0 22.5 12600 64 63 150 140 325 297 17 17 969 867 51 52 146 0.946 2.43 10
104153602 10E1148 560.0 22.5 12600 62 60 150 140 325 297 17 17 969 867 51 52 146 0.946 2.43 10
104153603 10E1148 560.0 22.5 12600 61 60 151 136 322 327 17 17 963 917 46 49 135 0.946 2.38 10
104153604 10E1148 560.0 22.5 12600 61 59 151 136 322 327 17 17 963 917 46 49 135 0.946 2.38 10
104153605 10E1148 560.0 22.5 12600 61 60 151 136 322 327 17 17 963 917 46 49 135 0.946 2.38 10
104153606 10E1148 560.0 22.5 12600 61 58 162 143 327 325 16 19 897 869 52 53 140 0.946 2.46 10
104153607 10E1148 560.0 22.5 12600 62 60 162 143 327 325 16 19 897 869 52 53 140 0.946 2.46 1010415360810E1148 560.0 22.5 12600 61 59 162 143 327 325 16 19 897 869 52 53 140 0.946 2.46 10 63 60 0.95 2.45 9 154 279 18 773
104153609 10E1148 380.0 22.5 8550 61 60 159 147 305 306 16 19 826 796 53 55 145 0.946 2.33 10
104153618 10E1148 560.0 22.5 12600 62 60 151 145 325 308 17 17 976 860 55 54 152 0.946 2.58 10
104153619 10E1148 560.0 22.5 12600 62 61 151 141 326 312 17 19 897 818 53 53 147 0.946 2.77 10
104153620 10E1148 560.0 22.5 12600 62 60 151 141 326 312 17 19 897 818 53 53 147 0.946 2.77 10
104153621 10E1148 560.0 22.5 12600 61 58 151 141 326 312 17 19 897 818 53 53 147 0.946 2.77 10
104153622 10E1148 560.0 22.5 12600 62 60 155 147 290 282 16 17 863 812 48 51 150 0.946 2.57 10
104153623 10E1148 560.0 22.5 12600 61 59 155 147 290 282 16 17 863 812 48 51 150 0.946 2.57 10
104153624 10E1148 512.0 22.5 11520 62 59 155 147 290 282 16 17 863 812 48 51 150 0.946 2.57 10
104153626 10E1148 560.0 22.5 12600 61 58 149 141 307 306 17 17 920 866 47 49 149 0.946 2.61 10
104153627 10E1148 560.0 22.5 12600 60 58 149 141 307 306 17 17 920 866 47 49 149 0.946 2.61 10
104153628 10E1148 560.0 22.5 12600 61 59 149 141 307 306 17 17 920 866 47 49 149 0.946 2.61 10
104153629 10E1148 560.0 22.5 12600 61 59 152 142 321 278 17 17 954 791 54 53 147 0.945 2.63 10
104153630 10E1155 560.0 22.5 12600 61 59 152 142 321 278 17 17 954 791 54 53 147 0.945 2.63 10
104153631 10E1155 560.0 22.5 12600 63 60 152 142 321 278 17 17 954 791 54 53 147 0.945 2.63 10 61 58 0.952 2.59 10 144 291 18 814
104153632 10E1155 560.0 22.5 12600 61 58 147 143 324 310 17 17 978 885 50 54 143 0.945 2.76 10
104153633 10E1155 560.0 22.5 12600 61 58 147 143 324 310 17 17 978 885 50 54 143 0.945 2.76 10
104153634 10E1155 560.0 22.5 12600 62 60 147 143 324 310 17 17 978 885 50 54 143 0.945 2.76 10
104153635 10E1155 560.0 22.5 12600 61 59 149 148 315 288 17 19 853 761 47 50 144 0.945 2.75 10
104153637 10E1155 560.0 22.5 12600 62 60 149 148 315 288 17 19 853 761 47 50 144 0.945 2.75 10
104153638 10E1155 560.0 22.5 12600 62 60 150 143 324 290 17 17 959 831 47 50 146 0.944 2.51 10
104153639 10E1155 560.0 22.5 12600 61 60 150 143 324 290 17 17 959 831 47 50 146 0.944 2.51 10
104153640 10E1155 560.0 22.5 12600 61 60 150 143 324 290 17 17 959 831 47 50 146 0.944 2.51 10
104153641 10E1155 560.0 22.5 12600 62 58 144 138 279 280 18 18 846 801 48 51 146 0.945 2.62 10
104153642 10E1155 550.0 22.5 12375 61 59 144 138 279 280 18 18 846 801 48 51 146 0.945 2.62 1010415364310E1155 560.0 22.5 12600 62 57 144 138 279 280 18 18 846 801 48 51 146 0.945 2.62 10
104153644 10E1155 560.0 22.5 12600 61 60 137 133 317 292 17 18 967 807 51 53 140 0.944 2.59 10
GeomembraneLog Page 2 of 5
Summary of Smooth Geomembrane Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Avg. Min. TD Yield MD Yield TD Break MD Break TD Yield MD Yield TD Elongation MD Elongation TD Tear MD Tear Puncture Density Carbon Carbon min Carbon Carbon Yield Break Yield ElongationThick. Thick. Strength Strength Strength Strength Elongation Elongation @ Break @ Break Resistance Resistance Resistance 0.940 Content Disp. Average Minimum Density Content Disp. Strength1 Strength1 Elongation1 @ Break1
60.0 54.0 126 126 90 90 12 12 100 100 42 42 90 minimum 2 - 3 % (min 80%) CAT 1-2 60 54 0.94 2 - 3 % (min 90%) CAT 1-2 126 228 12 700mil mil ppi ppi ppi ppi percent percent percent percent lb lb lb g/cc 100% CAT 1, 2, 3 g/cc 100% CAT 1, 2, 3 ppi ppi percent percent
(ft) (ft)(SF)1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2
Roll No.Resin Batch No. (Lot #)Length Width Area
Manufacturer Quality Control Testing CQA Conformance Testing
1/ 200,000 ft2mil
Thickness
104153645 10E1155 560.0 22.5 12600 62 60 137 133 317 292 17 18 967 807 51 53 140 0.944 2.59 10
104153646 10E1155 560.0 22.5 12600 61 59 137 133 317 292 17 18 967 807 51 53 140 0.944 2.59 10
104153647 10E1155 560.0 22.5 12600 61 59 148 144 314 307 17 17 933 877 52 54 150 0.944 2.52 10 64 57 0.952 2.74 10 154 294 18 80310415364810E1155 560.0 22.5 12600 62 60 148 144 314 307 17 17 933 877 52 54 150 0.944 2.52 10
104153649 10E1155 560.0 22.5 12600 62 59 148 144 314 307 17 17 933 877 52 54 150 0.944 2.52 10
104153650 10E1155 560.0 22.5 12600 62 60 155 143 316 289 16 17 936 830 48 50 144 0.944 2.47 10
104153651 10E1155 560.0 22.5 12600 61 59 155 143 316 289 16 17 936 830 48 50 144 0.944 2.47 10
104153352 8100313 560.0 22.5 12600 61 60 153 143 302 281 16 17 878 765 52 53 146 0.946 2.61 10
104153353 8100313 560.0 22.5 12600 61 60 153 143 302 281 16 17 878 765 52 53 146 0.946 2.61 10
104153354 8100313 560.0 22.5 12600 61 59 153 143 302 281 16 17 878 765 52 53 146 0.946 2.61 10
104153355 8100313 560.0 22.5 12600 60 59 151 143 308 292 17 17 902 811 46 50 144 0.946 2.54 10
104153356 8100313 560.0 22.5 12600 61 59 151 143 308 292 17 17 902 811 46 50 144 0.946 2.54 10
104153357 8100313 560.0 22.5 12600 61 60 151 143 308 292 17 17 902 811 46 50 144 0.946 2.54 10
104153358 8100313 560.0 22.5 12600 62 59 152 138 331 313 16 20 883 803 51 53 145 0.947 2.73 10
104153359 8100313 560.0 22.5 12600 61 58 152 138 331 313 16 20 883 803 51 53 145 0.947 2.73 10
104153360 8100313 560.0 22.5 12600 62 59 152 138 331 313 16 20 883 803 51 53 145 0.947 2.73 10
103179585 10F1130 560.0 22.5 12600 65 64 160 149 341 330 17 17 936 879 54 54 146 0.944 2.43 10 66 65 0.952 2.45 10 160 321 19 817
103179586 10F1130 560.0 22.5 12600 61 58 149 142 325 315 17 17 973 871 53 54 148 0.944 2.26 10
103179587 10F1130 560.0 22.5 12600 63 61 149 142 325 315 17 17 973 871 53 54 148 0.944 2.26 10
103179588 10F1130 560.0 22.5 12600 62 59 149 142 325 315 17 17 973 871 53 54 148 0.944 2.26 10
103179589 10F1130 560.0 22.5 12600 61 60 139 137 321 303 17 18 965 863 56 54 142 0.945 2.46 10
103179590 10F1130 560.0 22.5 12600 60 58 139 137 321 303 17 18 965 863 56 54 142 0.945 2.46 10
103179591 10F1130 560.0 22.5 12600 60 57 139 137 321 303 17 18 965 863 56 54 142 0.945 2.46 10
103179592 10F1130 560.0 22.5 12600 62 58 152 144 323 294 18 17 951 829 51 51 147 0.944 2.43 10
103179593 10F1130 560.0 22.5 12600 61 58 152 144 323 294 18 17 951 829 51 51 147 0.944 2.43 10
103179594 10F1130 560.0 22.5 12600 61 58 152 144 323 294 18 17 951 829 51 51 147 0.944 2.43 10
103179595 10F1133 560.0 22.5 12600 61 57 143 143 314 296 17 17 953 862 46 49 142 0.944 2.42 10
103179596 10F1133 560.0 22.5 12600 60 58 143 143 314 296 17 17 953 862 46 49 142 0.944 2.42 1010317959710F1133 560.0 22.5 12600 61 59 143 143 314 296 17 17 953 862 46 49 142 0.944 2.42 10
103179598 10F1133 560.0 22.5 12600 60 58 139 136 297 293 17 17 899 860 47 50 140 0.944 2.38 10
103179599 10F1133 560.0 22.5 12600 61 58 139 136 297 293 17 17 899 860 47 50 140 0.944 2.38 10
103179600 10F1133 560.0 22.5 12600 61 58 139 136 297 293 17 17 899 860 47 50 140 0.944 2.38 10 63 60 0.954 2.51 10 144 286 19 771
103179601 10F1133 560.0 22.5 12600 60 58 145 138 336 297 17 17 1014 856 49 52 144 0.944 2.75 10
103179602 10F1133 560.0 22.5 12600 61 58 145 138 336 297 17 17 1014 856 49 52 144 0.944 2.75 10
103179603 10F1133 560.0 22.5 12600 61 59 145 138 336 297 17 17 1014 856 49 52 144 0.944 2.75 10
103179604 10F1133 560.0 22.5 12600 62 60 142 142 322 319 17 17 963 912 53 53 147 0.946 2.55 10
103179605 10F1133 560.0 22.5 12600 61 59 142 142 322 319 17 17 963 912 53 53 147 0.946 2.55 10
103179606 10F1133 560.0 22.5 12600 61 58 142 142 322 319 17 17 963 912 53 53 147 0.946 2.55 10
103179608 10F1133 560.0 22.5 12600 60 59 147 143 313 302 17 17 941 872 50 52 144 0.945 2.61 10
103179609 10F1133 560.0 22.5 12600 60 58 147 143 313 302 17 17 941 872 50 52 144 0.945 2.61 10
103179611 10F1133 560.0 22.5 12600 60 59 142 138 276 264 17 17 838 757 48 51 142 0.945 2.52 10
103179612 10F1133 560.0 22.5 12600 61 58 142 138 276 264 17 17 838 757 48 51 142 0.945 2.52 10
103179613 10F1133 560.0 22.5 12600 60 59 142 138 276 264 17 17 838 757 48 51 142 0.945 2.52 10
103179614 10F1133 560.0 22.5 12600 60 58 143 142 328 292 17 17 964 849 49 50 143 0.944 2.43 10
103179615 10F1133 560.0 22.5 12600 60 57 143 142 328 292 17 17 964 849 49 50 143 0.944 2.43 10
103179616 10F1133 560.0 22.5 12600 61 58 143 142 328 292 17 17 964 849 49 50 143 0.944 2.43 10
103179617 10F1133 560.0 22.5 12600 60 58 142 137 318 304 17 17 927 867 50 54 148 0.944 2.55 10
103179618 10F1133 560.0 22.5 12600 60 58 142 137 318 304 17 17 927 867 50 54 148 0.944 2.55 10
103179619 10F1133 560.0 22.5 12600 61 58 142 137 318 304 17 17 927 867 50 54 148 0.944 2.55 10
103179620 10F1133 560.0 22.5 12600 61 58 151 146 325 309 17 17 938 861 50 53 148 0.944 2.56 10
103179621 10F1133 560.0 22.5 12600 61 58 151 146 325 309 17 17 938 861 50 53 148 0.944 2.56 10
103179622 10F1133 560.0 22.5 12600 61 59 151 146 325 309 17 17 938 861 50 53 148 0.944 2.56 10
103179623 10F1133 560.0 22.5 12600 61 58 144 143 287 287 17 18 879 803 50 51 145 0.944 2.59 1010317962410F1133 560.0 22.5 12600 61 58 144 143 287 287 17 18 879 803 50 51 145 0.944 2.59 10
103179625 10F1133 560.0 22.5 12600 61 56 144 143 287 287 17 18 879 803 50 51 145 0.944 2.59 10
103179627 10F1133 560.0 22.5 12600 61 60 153 138 318 302 17 17 926 854 47 49 143 0.944 2.28 10
103179628 10F1133 560.0 22.5 12600 60 59 153 138 318 302 17 17 926 854 47 49 143 0.944 2.28 10
103179629 10F1133 560.0 22.5 12600 60 58 153 138 318 302 17 17 926 854 47 49 143 0.944 2.28 10
103179630 10F1133 560.0 22.5 12600 60 58 144 144 322 301 17 18 939 863 49 51 140 0.944 2.21 10
103179631 10F1133 560.0 22.5 12600 61 60 144 144 322 301 17 18 939 863 49 51 140 0.944 2.21 10
103179632 10F1126 560.0 22.5 12600 62 58 144 144 322 301 17 18 939 863 49 51 140 0.944 2.21 10 62 60 0.952 2.35 10 143 267 19 740
103179633 10F1126 560.0 22.5 12600 61 58 149 148 326 301 17 17 944 829 51 53 144 0.944 2.23 10
103179634 10F1126 560.0 22.5 12600 61 58 149 148 326 301 17 17 944 829 51 53 144 0.944 2.23 10
103179635 10F1126 560.0 22.5 12600 61 58 149 148 326 301 17 17 944 829 51 53 144 0.944 2.23 10
103179636 10F1126 560.0 22.5 12600 61 59 152 155 314 305 17 17 968 839 51 53 144 0.944 2.2 10
103179637 10F1126 560.0 22.5 12600 61 58 152 155 314 305 17 17 968 839 51 53 144 0.944 2.2 10
103179638 10F1126 560.0 22.5 12600 62 59 152 155 314 305 17 17 968 839 51 53 144 0.944 2.2 10
103179639 10F1126 560.0 22.5 12600 61 59 149 145 310 300 17 17 932 869 49 52 140 0.944 2.39 10
103179640 10F1126 560.0 22.5 12600 61 59 149 145 310 300 17 17 932 869 49 52 140 0.944 2.39 10
103179641 10F1126 560.0 22.5 12600 60 58 149 145 310 300 17 17 932 869 49 52 140 0.944 2.39 10
103179642 10F1126 560.0 22.5 12600 61 59 156 147 309 266 16 17 927 774 48 51 145 0.944 2.53 10
103179643 10F1126 560.0 22.5 12600 61 58 156 147 309 266 16 17 927 774 48 51 145 0.944 2.53 10
103179644 10F1126 560.0 22.5 12600 60 58 156 147 309 266 16 17 927 774 48 51 145 0.944 2.53 10
103179645 10F1126 560.0 22.5 12600 60 57 161 150 310 298 17 17 905 852 53 54 150 0.945 2.31 10
103179646 10F1126 560.0 22.5 12600 62 60 161 150 310 298 17 17 905 852 53 54 150 0.945 2.31 10
103179647 10F1126 560.0 22.5 12600 61 59 161 150 310 298 17 17 905 852 53 54 150 0.945 2.31 10 64 62 0.953 2.52 10 150 295 18 821
103179648 10F1126 560.0 22.5 12600 61 58 153 150 308 295 17 17 905 860 53 53 147 0.946 2.36 10
103179649 10F1126 560.0 22.5 12600 61 60 153 150 308 295 17 17 905 860 53 53 147 0.946 2.36 1010317965010F1126 560.0 22.5 12600 62 58 153 150 308 295 17 17 905 860 53 53 147 0.946 2.36 10
103179651 10F1134 560.0 22.5 12600 61 59 151 143 307 300 17 17 908 859 48 51 148 0.946 2.51 10
GeomembraneLog Page 3 of 5
Summary of Smooth Geomembrane Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Avg. Min. TD Yield MD Yield TD Break MD Break TD Yield MD Yield TD Elongation MD Elongation TD Tear MD Tear Puncture Density Carbon Carbon min Carbon Carbon Yield Break Yield ElongationThick. Thick. Strength Strength Strength Strength Elongation Elongation @ Break @ Break Resistance Resistance Resistance 0.940 Content Disp. Average Minimum Density Content Disp. Strength1 Strength1 Elongation1 @ Break1
60.0 54.0 126 126 90 90 12 12 100 100 42 42 90 minimum 2 - 3 % (min 80%) CAT 1-2 60 54 0.94 2 - 3 % (min 90%) CAT 1-2 126 228 12 700mil mil ppi ppi ppi ppi percent percent percent percent lb lb lb g/cc 100% CAT 1, 2, 3 g/cc 100% CAT 1, 2, 3 ppi ppi percent percent
(ft) (ft)(SF)1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2
Roll No.Resin Batch No. (Lot #)Length Width Area
Manufacturer Quality Control Testing CQA Conformance Testing
1/ 200,000 ft2mil
Thickness
103179652 10F1134 560.0 22.5 12600 61 59 151 143 307 300 17 17 908 859 48 51 148 0.946 2.51 10
103179653 10F1134 560.0 22.5 12600 61 59 151 143 307 300 17 17 908 859 48 51 148 0.946 2.51 10
103179654 10F1134 560.0 22.5 12600 60 57 148 147 306 288 17 17 897 840 48 51 143 0.946 2.4 1010317965510F1134 560.0 22.5 12600 61 58 148 147 306 288 17 17 897 840 48 51 143 0.946 2.4 10
103179656 10F1134 560.0 22.5 12600 60 58 148 147 306 288 17 17 897 840 48 51 143 0.946 2.4 10
103179657 10F1134 560.0 22.5 12600 60 59 148 139 303 292 17 17 897 819 49 51 145 0.946 2.43 10
103179658 10F1134 560.0 22.5 12600 60 58 148 139 303 292 17 17 897 819 49 51 145 0.946 2.43 10
103179659 10F1134 560.0 22.5 12600 60 58 148 139 303 292 17 17 897 819 49 51 145 0.946 2.43 10
103179660 10F1134 560.0 22.5 12600 60 58 153 149 312 272 17 17 901 769 52 55 147 0.945 2.41 10
103179661 10F1134 560.0 22.5 12600 61 59 153 149 312 272 17 17 901 769 52 55 147 0.945 2.41 10
103179662 10F1134 560.0 22.5 12600 61 58 153 149 312 272 17 17 901 769 52 55 147 0.945 2.41 10 64 62 0.954 2.4 9 148 296 20 799
103179663 10F1134 560.0 22.5 12600 61 59 156 149 311 297 17 17 918 846 53 54 145 0.944 2.29 10
103179664 10F1134 560.0 22.5 12600 60 58 156 149 311 297 17 17 918 846 53 54 145 0.944 2.29 10
103179665 10F1134 560.0 22.5 12600 60 57 156 149 311 297 17 17 918 846 53 54 145 0.944 2.29 10
103179666 10F1134 560.0 22.5 12600 60 58 154 137 321 313 17 17 981 889 51 52 145 0.944 2.25 10
103179667 10F1134 560.0 22.5 12600 60 59 154 137 321 313 17 17 981 889 51 52 145 0.944 2.25 10
103179668 10F1134 560.0 22.5 12600 60 58 154 137 321 313 17 17 981 889 51 52 145 0.944 2.25 10
103179669 10F1134 560.0 22.5 12600 60 58 154 140 318 281 17 17 948 807 52 51 144 0.944 2.23 10
103179670 10G1075 560.0 22.5 12600 60 58 154 140 318 281 17 17 948 807 52 51 144 0.944 2.23 10
103179671 10G1075 560.0 22.5 12600 60 58 154 140 318 281 17 17 948 807 52 51 144 0.944 2.23 10
103179672 10G1075 560.0 22.5 12600 60 58 153 135 277 306 17 17 841 886 52 53 148 0.944 2.17 10
103179673 10G1075 560.0 22.5 12600 61 58 153 135 277 306 17 17 841 886 52 53 148 0.944 2.17 10
103179674 10G1075 560.0 22.5 12600 60 58 153 135 277 306 17 17 841 886 52 53 148 0.944 2.17 10
103179675 10G1075 560.0 22.5 12600 61 59 133 139 298 297 17 17 901 846 52 53 142 0.944 2.47 10
103179676 10G1075 560.0 22.5 12600 61 59 133 139 298 297 17 17 901 846 52 53 142 0.944 2.47 10
103179678 10G1075 560.0 22.5 12600 61 58 133 139 298 297 17 17 901 846 52 53 142 0.944 2.47 10 64 61 0.953 2.55 9 149 289 20 784
103179679 10G1075 560.0 22.5 12600 61 59 150 141 313 272 16 17 916 807 53 53 146 0.944 2.49 10
103179680 10G1075 560.0 22.5 12600 63 61 150 141 313 272 16 17 916 807 53 53 146 0.944 2.49 1010317968210G1075 560.0 22.5 12600 61 60 150 141 313 272 16 17 916 807 53 53 146 0.944 2.49 10
103179683 10G1075 560.0 22.5 12600 61 59 137 140 293 312 17 17 901 904 52 51 140 0.944 2.53 10
103179684 10G1075 560.0 22.5 12600 60 58 137 140 293 312 17 17 901 904 52 51 140 0.944 2.53 10
103179685 10G1075 560.0 22.5 12600 61 59 137 140 293 312 17 17 901 904 52 51 140 0.944 2.53 10
103179686 10G1075 560.0 22.5 12600 61 59 135 150 303 322 17 17 929 911 52 52 143 0.944 2.4 10
103179687 10G1075 560.0 22.5 12600 61 59 135 150 303 322 17 17 929 911 52 52 143 0.944 2.4 10
103179688 10G1075 560.0 22.5 12600 61 60 135 150 303 322 17 17 929 911 52 52 143 0.944 2.4 10
103179689 10G1075 560.0 22.5 12600 61 58 143 135 354 312 18 18 982 881 53 53 143 0.944 2.69 10
103179690 10G1075 560.0 22.5 12600 61 57 143 135 354 312 18 18 982 881 53 53 143 0.944 2.69 10
103179691 10G1075 560.0 22.5 12600 61 59 143 135 354 312 18 18 982 881 53 53 143 0.944 2.69 10
103179692 10G1075 560.0 22.5 12600 60 58 144 144 308 298 17 17 935 853 51 54 146 0.944 2.43 10
103179693 10G1085 560.0 22.5 12600 61 56 144 144 308 298 17 17 935 853 51 54 146 0.944 2.43 10
103179694 10G1085 560.0 22.5 12600 60 58 144 144 308 298 17 17 935 853 51 54 146 0.944 2.43 10 63 62 0.951 2.52 10 139 306 19 847
103179695 10G1085 560.0 22.5 12600 60 59 136 134 300 301 16 17 922 863 51 52 143 0.944 2.47 10
103179696 10G1085 560.0 22.5 12600 61 60 136 134 300 301 16 17 922 863 51 52 143 0.944 2.47 10
103179697 10G1085 560.0 22.5 12600 61 59 136 134 300 301 16 17 922 863 51 52 143 0.944 2.47 10
103179698 10G1085 560.0 22.5 12600 60 59 147 140 328 316 17 17 966 899 53 53 142 0.944 2.3 10
103179699 10G1085 560.0 22.5 12600 60 58 147 140 328 316 17 17 966 899 53 53 142 0.944 2.3 10
103179700 10G1085 560.0 22.5 12600 62 60 147 140 328 316 17 17 966 899 53 53 142 0.944 2.3 10
103179701 10G1085 560.0 22.5 12600 61 59 143 132 312 300 17 17 956 880 50 50 143 0.944 2.68 10
103179702 10G1085 560.0 22.5 12600 61 60 143 132 312 300 17 17 956 880 50 50 143 0.944 2.68 10
103179703 10G1085 560.0 22.5 12600 61 57 143 132 312 300 17 17 956 880 50 50 143 0.944 2.68 10
103179704 10G1085 560.0 22.5 12600 62 58 151 135 320 293 17 18 987 855 50 52 145 0.944 2.37 10
103179705 10G1085 560.0 22.5 12600 61 58 151 135 320 293 17 18 987 855 50 52 145 0.944 2.37 10
103179706 10G1085 560.0 22.5 12600 61 59 151 135 320 293 17 18 987 855 50 52 145 0.944 2.37 1010317970710G1085 560.0 22.5 12600 62 59 145 145 315 307 17 17 958 888 50 52 148 0.944 2.26 10
103179708 10G1085 560.0 22.5 12600 62 60 145 145 315 307 17 17 958 888 50 52 148 0.944 2.26 10
103179709 10G1085 560.0 22.5 12600 61 58 145 145 315 307 17 17 958 888 50 52 148 0.944 2.26 10 62 59 0.953 2.47 10 144 283 21 777
103179710 10G1085 560.0 22.5 12600 61 59 146 141 301 299 17 17 908 882 50 51 147 0.944 2.27 10
103179711 10G1085 560.0 22.5 12600 61 59 146 141 301 299 17 17 908 882 50 51 147 0.944 2.27 10
103179712 10G1085 560.0 22.5 12600 60 58 146 141 301 299 17 17 908 882 50 51 147 0.944 2.27 10
103179713 10G1085 560.0 22.5 12600 61 59 140 134 312 278 17 18 969 845 46 50 143 0.944 2.39 10
103179714 10G1085 560.0 22.5 12600 61 58 140 134 312 278 17 18 969 845 46 50 143 0.944 2.39 10
103179715 10G1085 560.0 22.5 12600 61 59 140 134 312 278 17 18 969 845 46 50 143 0.944 2.39 10
103179716 10G1085 560.0 22.5 12600 61 59 146 140 314 292 17 17 934 821 52 53 138 0.944 2.71 10
103179717 10G1085 560.0 22.5 12600 61 58 146 140 314 292 17 17 934 821 52 53 138 0.944 2.71 10
103179718 10G1085 560.0 22.5 12600 61 58 146 140 314 292 17 17 934 821 52 53 138 0.944 2.71 10
103179719 10G1085 560.0 22.5 12600 61 58 146 140 314 292 17 17 934 821 52 53 138 0.944 2.71 10
103179720 10G1085 560.0 22.5 12600 61 58 150 144 296 291 17 17 905 841 46 49 150 0.946 2.74 10
103179721 10G1085 560.0 22.5 12600 61 59 150 144 296 291 17 17 905 841 46 49 150 0.946 2.74 10
103179722 10G1085 560.0 22.5 12600 62 58 150 144 296 291 17 17 905 841 46 49 150 0.946 2.74 10
103179723 10G1085 560.0 22.5 12600 61 58 148 137 306 305 17 17 940 891 45 48 143 0.945 2.52 10
103179724 10G1085 560.0 22.5 12600 60 58 148 137 306 305 17 17 940 891 45 48 143 0.945 2.52 10 62 60 0.95 2.53 10 140 288 21 820
103179727 10G1085 560.0 22.5 12600 60 59 148 137 306 305 17 17 940 891 45 48 143 0.945 2.52 10
103179728 10G1085 560.0 22.5 12600 60 58 140 136 312 296 17 17 977 888 45 49 139 0.943 2.54 10
103179729 10G1081 560.0 22.5 12600 61 59 140 136 312 296 17 17 977 888 45 49 139 0.943 2.54 10
103179730 10G1081 560.0 22.5 12600 61 59 140 136 312 296 17 17 977 888 45 49 139 0.943 2.54 10
103179731 10G1081 560.0 22.5 12600 61 60 142 141 325 311 17 17 1010 918 45 49 147 0.944 2.65 10
103179732 10G1081 560.0 22.5 12600 61 59 142 141 325 311 17 17 1010 918 45 49 147 0.944 2.65 10
103179733 10G1081 560.0 22.5 12600 61 59 142 141 325 311 17 17 1010 918 45 49 147 0.944 2.65 1010317973410G1081 560.0 22.5 12600 61 59 144 142 269 301 17 17 841 908 45 48 141 0.944 2.2 10
103179735 10G1081 560.0 22.5 12600 61 59 144 142 269 301 17 17 841 908 45 48 141 0.944 2.2 10
GeomembraneLog Page 4 of 5
Summary of Smooth Geomembrane Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Avg. Min. TD Yield MD Yield TD Break MD Break TD Yield MD Yield TD Elongation MD Elongation TD Tear MD Tear Puncture Density Carbon Carbon min Carbon Carbon Yield Break Yield ElongationThick. Thick. Strength Strength Strength Strength Elongation Elongation @ Break @ Break Resistance Resistance Resistance 0.940 Content Disp. Average Minimum Density Content Disp. Strength1 Strength1 Elongation1 @ Break1
60.0 54.0 126 126 90 90 12 12 100 100 42 42 90 minimum 2 - 3 % (min 80%) CAT 1-2 60 54 0.94 2 - 3 % (min 90%) CAT 1-2 126 228 12 700mil mil ppi ppi ppi ppi percent percent percent percent lb lb lb g/cc 100% CAT 1, 2, 3 g/cc 100% CAT 1, 2, 3 ppi ppi percent percent
(ft) (ft)(SF)1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2 1/ 200,000 ft2
Roll No.Resin Batch No. (Lot #)Length Width Area
Manufacturer Quality Control Testing CQA Conformance Testing
1/ 200,000 ft2mil
Thickness
103179736 10G1081 560.0 22.5 12600 62 59 144 142 269 301 17 17 841 908 45 48 141 0.944 2.2 10
103179737 10G1081 560.0 22.5 12600 61 59 143 139 302 290 17 17 965 882 44 48 139 0.945 2.62 10
103179738 10G1081 560.0 22.5 12600 61 58 143 139 302 290 17 17 965 882 44 48 139 0.945 2.62 1010317973910G1081 560.0 22.5 12600 60 58 143 139 302 290 17 17 965 882 44 48 139 0.945 2.62 10
103179740 10G1081 560.0 22.5 12600 61 58 142 138 318 280 17 17 994 834 45 48 141 0.945 2.54 10
103179741 10G1081 560.0 22.5 12600 60 58 142 138 318 280 17 17 994 834 45 48 141 0.945 2.54 10 63 62 0.953 2.46 9 145 281 21 769
103179742 10G1081 500.0 22.5 11250 61 59 142 138 318 280 17 17 994 834 45 48 141 0.945 2.54 10
103179743 10G1081 560.0 22.5 12600 61 59 154 145 317 304 17 18 919 839 45 48 142 0.945 2.54 10
103179744 10G1081 560.0 22.5 12600 61 59 154 145 317 304 17 18 919 839 45 48 142 0.945 2.54 10
103179745 10G1081 560.0 22.5 12600 61 59 154 145 317 304 17 18 919 839 45 48 142 0.945 2.54 10
103179746 10G1081 560.0 22.5 12600 61 59 153 145 307 297 17 18 898 841 46 48 141 0.945 2.22 10
103179747 10G1081 560.0 22.5 12600 61 59 153 145 307 297 17 18 898 841 46 48 141 0.945 2.22 10
103179748 10G1081 560.0 22.5 12600 60 57 153 145 307 297 17 18 898 841 46 48 141 0.945 2.22 10
103179750 10G1081 560.0 22.5 12600 61 60 149 141 324 296 16 17 924 807 47 50 146 0.945 2.38 10
103179751 10G1081 560.0 22.5 12600 61 59 149 141 324 296 16 17 924 807 47 50 146 0.945 2.38 10
103179752 10G1081 560.0 22.5 12600 60 58 152 143 326 311 17 17 941 870 47 50 144 0.945 2.69 10
103179753 10G1081 560.0 22.5 12600 62 60 152 143 326 311 17 17 941 870 47 50 144 0.945 2.69 10
103179754 10G1081 560.0 22.5 12600 61 60 152 143 326 311 17 17 941 870 47 50 144 0.945 2.69 10
103179755 10G1081 560.0 22.5 12600 61 59 154 145 312 298 17 17 905 844 48 50 150 0.945 2.43 10
103179756 10G1081 560.0 22.5 12600 61 59 154 145 312 298 17 17 905 844 48 50 150 0.945 2.43 10
103179757 10G1081 560.0 22.5 12600 60 59 154 145 312 298 17 17 905 844 48 50 150 0.945 2.43 10 62 60 0.952 2.35 10 153 303 20 817
103179758 10G1081 560.0 22.5 12600 60 58 159 146 271 260 17 17 781 739 49 50 146 0.945 2.38 10
103179760 10G1081 560.0 22.5 12600 60 59 159 146 271 260 17 17 781 739 49 50 146 0.945 2.38 10
103179761 10G1081 560.0 22.5 12600 60 58 163 151 287 304 17 17 831 888 49 52 154 0.945 2.28 10
103179762 10G1081 560.0 22.5 12600 60 57 163 151 287 304 17 17 831 888 49 52 154 0.945 2.28 10
103179763 10G1081 560.0 22.5 12600 61 61 163 151 287 304 17 17 831 888 49 52 154 0.945 2.28 10
104155490 10I1204 560.0 22.5 12600 63 60 145 142 320 303 17 17 984 868 46 49 148 0.945 2.47 10 63 60 0.95 2.7 10 148 256 19 706
104155491 10I1204 560.0 22.5 12600 61 59 145 141 318 308 17 17 987 896 45 48 141 0.945 2.53 1010415549210I1204 560.0 22.5 12600 60 58 145 141 318 308 17 17 987 896 45 48 141 0.945 2.53 10
104155493 10I1204 560.0 22.5 12600 61 57 145 141 318 308 17 17 987 896 45 48 141 0.945 2.53 10
104155494 10I1204 560.0 22.5 12600 60 58 138 132 286 288 16 16 886 875 46 48 139 0.946 2.7 10
104155495 10I1204 560.0 22.5 12600 61 58 138 132 286 288 16 16 886 875 46 48 139 0.946 2.7 10
104155496 10I1204 560.0 22.5 12600 60 58 138 132 286 288 16 16 886 875 46 48 139 0.946 2.7 10
104155497 10I1204 560.0 22.5 12600 60 58 141 139 289 268 18 17 856 751 47 50 142 0.945 2.33 10
104155498 10I1204 560.0 22.5 12600 61 59 141 139 289 268 18 17 856 751 47 50 142 0.945 2.33 10
104155499 10I1204 560.0 22.5 12600 60 58 141 139 289 268 18 17 856 751 47 50 142 0.945 2.33 10
Number of Tests:356 356 356 356 356 356 356 356 356 356 356 356 356 356 356 356 24 24 24 24 24 24 24 24 24
Total (SF):########12,581 12,581 12,581 12,581 12,581 12,581 12,581 12,581 12,581 12,581 12,581 12,581 12,581 12,581 12,581 12,581 186,621 186,621 186,621 186,621 186,621 186,621 186,621 186,621 186,621
GeomembraneLog Page 5 of 5
Summary of Textured Geomembrane Inventory, MQA/MQC, and Conformance Test Data
White Mesa Mill ‐ Cell 4B
Blanding, Utah
Min. Avg. Yield Break Density Carbon Yield Elongation Tear Puncture Carbon min Carbon Carbon Yield Break Yield Elongation
Thick. Thick. Strength Strength 0.940 Content Elongation @ Break Resistance Resistance Disp.Average Minimum Density Content Disp.Strength1 Strength1 Elongation1 @ Break1
54.0 60.0 126 90 minimum 2 - 3 % 12 100 42 90 min 80%) CAT 1 60 54 0.94 2 - 3 %(min 80%) CAT 1-2 126 90 12 100
mil mil ppi ppi g/cc percent percent lb lb 00% CAT 1, 2, g/cc 100% CAT 1, 2, 3 ppi ppi percent percent
(ft) (ft)(SF)1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 50,000 ft2 1/ 200,000 sf 1/ 200,000 sf 1/ 200,000 sf 1/ 200,000 sf 1/ 200,000 sf 1/ 200,000 sf 1/ 200,000 sf
104152823 10D1039 520.0 22.5 11700 54 61 161 198 0.946 2.69 17 553 58 151 10 66 62 0.942 2.87 100 166 196 18 495
104152824 10D1039 520.0 22.5 11700 56 61 161 198 0.946 2.69 17 553 58 151 10
104152825 10D1039 520.0 22.5 11700 56 62 161 198 0.946 2.69 17 553 58 151 10
103180523 10H1162 520.0 22.5 11700 55 61 167 186 0.945 2.74 17 550 54 151 10 61 60 0.947 2.84 100 167 147 17 422
103180524 10H1162 520.0 22.5 11700 56 61 171 193 0.947 2.8 17 554 55 150 10
Total:58500 5555555555522 2 2 2 2222
Frequency 11700 11700 11700 11700 11700 11700 11700 11700 11700 11700 11700 29250 29250 29250 29250 29250 29250 29250 29250 29250
Thickness
Roll No.Resin Batch
No. (Lot #)
Length Width Area
mil
1/ 200,000 sf
Manufacturer Quality Control Testing CQA Conformance Testing

Appendix F-2
CQA Conformance Test Results
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2341-88-06
Material(s) Tested:2 GSE 60mil Smooth HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
June 19, 2010
page 1 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60mil Smooth HDPE Geomembrane
Sample Identification: 104153632
TRI Log #: E2341-88-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)61 61 61 63 61 61 59 58 62 61 61 1
58 << min
Density (ASTM D 1505)
Density (g/cm3)0.951 0.952 0.952 0.952 0.001
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.60 2.57 2.59 0.02
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)141 145 143 146 146 144 2
TD Yield Strength (ppi)154 161 160 155 156 157 3
MD Break Strength (ppi)285 310 280 300 306 296 13
TD Break Strength (ppi)305 292 252 297 308 291 23
MD Yield Elongation (%)19 19 19 19 19 19 0
TD Yield Elongation (%)18 18 18 18 18 18 0
MD Break Elongation (%)796 840 768 821 845 814 32
TD Break Elongation (%)863 819 708 850 873 822 67
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60mil Smooth HDPE Geomembrane
Sample Identification: 104153647
TRI Log #: E2341-88-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)66 64 65 58 69 65 63 65 57 68 64 4
57 << min
Density (ASTM D 1505)
Density (g/cm3)0.951 0.952 0.952 0.952 0.001
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.71 2.77 2.74 0.04
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)146 157 162 163 157 157 7
TD Yield Strength (ppi)154 148 160 147 159 154 6
MD Break Strength (ppi)256 309 344 307 282 300 33
TD Break Strength (ppi)285 302 285 303 293 294 9
MD Yield Elongation (%)19 19 19 19 19 19 0
TD Yield Elongation (%)19 18 19 19 17 18 1
MD Break Elongation (%)713 816 871 854 759 803 66
TD Break Elongation (%)826 893 804 840 861 845 34
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2341-83-07
Material(s) Tested:4 GSE 60mil Smooth HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
June 15, 2010
page 1 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60mil Smooth HDPE Geomembrane
Sample Identification: 104153563
TRI Log #: E2341-83-07
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)64 65 65 65 64 65 60 65 64 66 64 2
60 << min
Density (ASTM D 1505)
Density (g/cm3)0.951 0.951 0.951 0.951 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.52 2.58 2.55 0.04
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)154 161 152 149 148 153 5
TD Yield Strength (ppi)140 144 144 154 150 146 6
MD Break Strength (ppi)218 273 254 272 291 262 28
TD Break Strength (ppi)295 260 299 292 273 284 17
MD Yield Elongation (%)19 19 19 19 19 19 0
TD Yield Elongation (%)19 19 19 19 19 19 0
MD Break Elongation (%)623 730 708 759 805 725 68
TD Break Elongation (%)870 761 865 818 798 822 46
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60mil Smooth HDPE Geomembrane
Sample Identification: 104153578
TRI Log #: E2341-83-07
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)62 65 62 66 66 65 65 64 64 65 64 1
62 << min
Density (ASTM D 1505)
Density (g/cm3)0.951 0.951 0.951 0.951 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.46 2.45 2.46 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)152 153 151 143 153 150 4
TD Yield Strength (ppi)156 158 160 156 156 157 2
MD Break Strength (ppi)275 303 314 225 309 285 37
TD Break Strength (ppi)338 307 286 280 278 298 25
MD Yield Elongation (%)19 19 19 19 19 19 0
TD Yield Elongation (%)18 19 19 19 19 19 0
MD Break Elongation (%)770 831 859 670 841 794 77
TD Break Elongation (%)981 889 813 804 805 858 77
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60mil Smooth HDPE Geomembrane
Sample Identification: 104153593
TRI Log #: E2341-83-07
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)62 62 64 62 64 64 62 63 64 64 63 1
62 << min
Density (ASTM D 1505)
Density (g/cm3)0.950 0.950 0.950 0.950 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.54 2.48 2.51 0.04
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)146 150 151 145 147 148 3
TD Yield Strength (ppi)150 153 148 154 150 151 2
MD Break Strength (ppi)293 325 312 303 300 307 12
TD Break Strength (ppi)314 334 325 288 273 307 26
MD Yield Elongation (%)19 19 21 19 19 19 1
TD Yield Elongation (%)18 18 19 19 18 18 1
MD Break Elongation (%)805 873 836 834 823 834 25
TD Break Elongation (%)911 938 959 816 788 882 76
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60mil Smooth HDPE Geomembrane
Sample Identification: 104153608
TRI Log #: E2341-83-07
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)61 63 64 63 60 65 61 63 65 62 63 2
60 << min
Density (ASTM D 1505)
Density (g/cm3)0.950 0.950 0.950 0.950 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.45 2.45 2.45 0.00
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 2 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)153 156 151 156 153 154 2
TD Yield Strength (ppi)158 155 154 154 153 155 2
MD Break Strength (ppi)312 325 225 297 236 279 46
TD Break Strength (ppi)337 294 314 287 253 297 31
MD Yield Elongation (%)19 19 19 19 19 19 0
TD Yield Elongation (%)17 18 19 19 18 18 1
MD Break Elongation (%)868 883 649 804 663 773 111
TD Break Elongation (%)969 836 906 818 741 854 87
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 5 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2341-77-10
Material(s) Tested:2 GSE 60mil Smooth HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
June 10, 2010
page 1 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60mil Textured HDPE Geomembrane
Sample Identification: 104153524
TRI Log #: E2341-77-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)62 67 64 67 65 64 66 64 68 67 65 2
62 << min
Density (ASTM D 1505)
Density (g/cm3)0.953 0.953 0.953 0.953 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.59 2.57 2.58 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)148 155 149 154 150 151 3
TD Yield Strength (ppi)142 160 157 159 165 157 9
MD Break Strength (ppi)293 313 281 258 338 297 31
TD Break Strength (ppi)280 326 320 327 343 319 24
MD Yield Elongation (%)18 21 19 19 19 19 1
TD Yield Elongation (%)19 18 18 18 18 18 0
MD Break Elongation (%)823 808 748 686 901 793 81
TD Break Elongation (%)763 874 860 879 930 861 61
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60mil Smooth HDPE Geomembrane
Sample Identification: 104153544
TRI Log #: E2341-77-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)65 63 68 64 64 66 61 65 66 65 65 2
61 << min
Density (ASTM D 1505)
Density (g/cm3)0.951 0.951 0.951 0.951 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.41 2.36 2.39 0.04
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)155 166 157 150 157 157 6
TD Yield Strength (ppi)150 152 154 154 160 154 4
MD Break Strength (ppi)303 351 319 321 325 324 17
TD Break Strength (ppi)328 290 319 323 300 312 16
MD Yield Elongation (%)19 19 19 19 19 19 0
TD Yield Elongation (%)18 18 18 18 18 18 0
MD Break Elongation (%)818 886 829 855 848 847 26
TD Break Elongation (%)924 813 869 906 821 867 50
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2348-75-10
Material(s) Tested: 1 GSE 60 mil Smooth HDPE Geomembrane
Test(s) Requested: Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
November 16, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 104155490
TRI Log #: E2348-75-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils) 65 67 65 63 64 63 61 60 60 61 63 2
60 << min
Density (ASTM D 1505)
Density (g/cm3) 0.950 0.950 0.950 0.950 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.71 2.69 2.70 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi) 146 148 148 152 160 151 6
TD Yield Strength (ppi) 143 148 148 150 153 148 4
MD Break Strength (ppi) 237 265 291 230 258 256 24
TD Break Strength (ppi) 321 315 272 278 303 298 22
MD Yield Elongation (%) 26 23 25 24 24 24 1
TD Yield Elongation (%) 19 21 19 19 19 19 1
MD Break Elongation (%) 659 726 810 641 694 706 67
TD Break Elongation (%) 930 876 765 776 854 840 69
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2341-58-06
Material(s) Tested:1 GSE 60mil Smooth HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
May 24, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 104153261
TRI Log #: E2341-58-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)64 60 63 64 64 68 70 73 69 80 68 6
60 << min
Density (ASTM D 1505)
Density (g/cm3)0.952 0.952 0.952 0.952 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.72 2.74 2.73 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)148 149 141 146 148 146 3
TD Yield Strength (ppi)161 166 157 156 162 160 4
MD Break Strength (ppi)288 288 291 259 283 282 13
TD Break Strength (ppi)294 317 297 290 248 289 25
MD Yield Elongation (%)21 21 20 20 20 20 1
TD Yield Elongation (%)21 18 19 19 19 19 1
MD Break Elongation (%)750 753 784 701 745 747 30
TD Break Elongation (%)790 826 816 795 685 783 57
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2341-52-10
Material(s) Tested:1 GSE 60mil Smooth HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
May 21, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 104153246
TRI Log #: E2341-52-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)64 65 65 66 61 63 66 66 65 63 64 2
61 << min
Density (ASTM D 1505)
Density (g/cm3)0.950 0.950 0.950 0.950 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.70 2.74 2.72 0.03
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)142 146 142 150 151 146 4
TD Yield Strength (ppi)150 153 155 153 159 154 3
MD Break Strength (ppi)273 296 313 318 330 306 22
TD Break Strength (ppi)323 304 327 316 319 318 9
MD Yield Elongation (%)20 20 20 20 20 20 0
TD Yield Elongation (%)18 18 18 18 18 18 0
MD Break Elongation (%)729 791 846 826 843 807 49
TD Break Elongation (%)880 828 894 878 840 864 28
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2343-51-01
Material(s) Tested:1 GSE 60mil Smooth HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638 /GM 13)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
August 5, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 103179757
TRI Log #: E2343-51-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)63 63 62 61 62 60 61 60 63 63 62 1
60 << min
Density (ASTM D 1505)
Density (g/cm3)0.952 0.952 0.953 0.952 0.001
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.37 2.32 2.35 0.04
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 2 1 1 1
Rating - 2nd field view 2 1 2 2 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)147 149 154 153 160 153 5
TD Yield Strength (ppi)160 156 156 180 160 162 10
MD Break Strength (ppi)273 284 313 323 320 303 23
TD Break Strength (ppi)340 311 291 337 278 311 27
MD Yield Elongation (%)19 19 21 21 21 20 1
TD Yield Elongation (%)21 19 22 19 20 20 1
MD Break Elongation (%)760 788 826 870 843 817 44
TD Break Elongation (%)958 896 845 923 790 882 66
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2343-44-01
Material(s) Tested:6, GSE 60mil Smooth HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
July 30, 2010
page 1 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: San Diego, CA 92127
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 103179662
TRI Log #: E2343-44-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)63 65 65 64 64 65 64 64 63 62 64 1
62 << min
Density (ASTM D 1505)
Density (g/cm3)0.954 0.954 0.954 0.954 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.36 2.44 2.40 0.06
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 2 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)145 148 143 154 150 148 4
TD Yield Strength (ppi)156 156 152 162 154 156 4
MD Break Strength (ppi)310 328 293 251 298 296 29
TD Break Strength (ppi)330 309 319 329 300 317 13
MD Yield Elongation (%)19 21 19 21 21 20 1
TD Yield Elongation (%)21 21 21 20 19 20 1
MD Break Elongation (%)836 878 814 664 801 799 81
TD Break Elongation (%)903 854 911 923 860 890 31
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: San Diego, CA 92127
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 103179678
TRI Log #: E2343-44-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)62 64 61 62 64 64 65 64 64 65 64 1
61 << min
Density (ASTM D 1505)
Density (g/cm3)0.952 0.953 0.953 0.953 0.001
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.60 2.50 2.55 0.07
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 2 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)145 150 147 153 151 149 3
TD Yield Strength (ppi)160 158 162 164 160 161 2
MD Break Strength (ppi)295 318 262 273 296 289 22
TD Break Strength (ppi)310 318 289 359 314 318 26
MD Yield Elongation (%)21 21 21 21 21 21 0
TD Yield Elongation (%)21 20 20 20 20 20 0
MD Break Elongation (%)811 848 723 739 801 784 52
TD Break Elongation (%)848 895 806 1003 904 891 74
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: San Diego, CA 92127
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 103179694
TRI Log #: E2343-44-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)64 64 63 64 63 63 62 63 62 62 63 1
62 << min
Density (ASTM D 1505)
Density (g/cm3)0.951 0.950 0.951 0.951 0.001
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.47 2.56 2.52 0.06
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)142 144 147 147 150 146 3
TD Yield Strength (ppi)136 138 138 141 144 139 3
MD Break Strength (ppi)297 335 326 331 339 326 17
TD Break Strength (ppi)318 299 323 275 316 306 20
MD Yield Elongation (%)19 19 19 19 19 19 0
TD Yield Elongation (%)26 30 30 16 27 26 6
MD Break Elongation (%)859 980 940 956 965 940 48
TD Break Elongation (%)873 833 911 770 850 847 52
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 4 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: San Diego, CA 92127
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 103179709
TRI Log #: E2343-44-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)60 61 62 59 62 62 62 63 62 62 62 1
59 << min
Density (ASTM D 1505)
Density (g/cm3)0.953 0.953 0.952 0.953 0.001
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.46 2.47 2.47 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 2 2 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)140 147 146 149 140 144 4
TD Yield Strength (ppi)140 148 154 151 156 150 6
MD Break Strength (ppi)301 325 309 216 264 283 44
TD Break Strength (ppi)330 334 327 271 333 319 27
MD Yield Elongation (%)21 21 21 21 21 21 0
TD Yield Elongation (%)22 21 24 18 20 21 2
MD Break Elongation (%)825 875 843 589 751 777 114
TD Break Elongation (%)941 913 935 781 960 906 72
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 5 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: San Diego, CA 92127
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 103179724
TRI Log #: E2343-44-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)61 61 60 62 63 61 62 60 62 64 62 1
60 << min
Density (ASTM D 1505)
Density (g/cm3)0.951 0.950 0.950 0.950 0.001
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.51 2.54 2.53 0.02
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 2 1 1 1 2
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)135 138 144 145 140 140 4
TD Yield Strength (ppi)144 146 146 149 154 148 4
MD Break Strength (ppi)298 284 292 281 283 288 7
TD Break Strength (ppi)330 320 267 325 308 310 25
MD Yield Elongation (%)21 21 21 21 21 21 0
TD Yield Elongation (%)23 20 24 20 20 21 2
MD Break Elongation (%)861 824 820 788 805 820 27
TD Break Elongation (%)945 935 800 958 891 906 64
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 6 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: San Diego, CA 92127
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 103179741
TRI Log #: E2343-44-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)62 62 62 62 62 64 63 64 63 63 63 1
62 << min
Density (ASTM D 1505)
Density (g/cm3)0.953 0.953 0.953 0.953 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.48 2.44 2.46 0.03
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 2 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)142 146 146 145 146 145 2
TD Yield Strength (ppi)150 152 156 155 156 154 3
MD Break Strength (ppi)323 320 325 154 283 281 73
TD Break Strength (ppi)320 299 261 319 298 299 24
MD Yield Elongation (%)19 21 21 21 21 21 1
TD Yield Elongation (%)23 22 25 26 21 23 2
MD Break Elongation (%)895 873 885 416 774 769 203
TD Break Elongation (%)913 859 746 930 845 859 72
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 7 of 7
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2343-35-09
Material(s) Tested:1 GSE 60mil Smooth HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638 /GM 13)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
July 22, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 103179647
TRI Log #: E2343-35-09
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)65 65 65 65 62 63 64 63 65 64 64 1
62 << min
Density (ASTM D 1505)
Density (g/cm3)0.953 0.953 0.953 0.953 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.55 2.48 2.52 0.05
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)158 160 158 163 157 159 2
TD Yield Strength (ppi)152 149 153 145 150 150 3
MD Break Strength (ppi)311 320 279 322 280 302 21
TD Break Strength (ppi)291 311 306 252 313 295 25
MD Yield Elongation (%)17 19 19 17 19 18 1
TD Yield Elongation (%)17 19 19 21 19 19 1
MD Break Elongation (%)890 904 790 899 753 847 71
TD Break Elongation (%)843 850 828 723 864 821 57
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2341-34-07
Material(s) Tested:1 GSE 60 mil Smooth HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
April 29, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 104152994
TRI Log #: E2341-34-07
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)65 64 63 66 62 63 64 62 64 63 64 1
62 << min
Density (ASTM D 1505)
Density (g/cm3)0.954 0.954 0.954 0.954 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.75 2.74 2.75 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 2 2 1 2
Rating - 2nd field view 1 2 2 2 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)149 146 156 150 157 152 5
TD Yield Strength (ppi)163 163 156 161 164 161 3
MD Break Strength (ppi)334 286 307 292 293 302 19
TD Break Strength (ppi)325 336 290 331 351 327 23
MD Yield Elongation (%)20 20 20 20 20 20 0
TD Yield Elongation (%)18 18 18 18 18 18 0
MD Break Elongation (%)878 784 798 768 753 796 49
TD Break Elongation (%)891 900 821 894 961 894 50
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2343-34-06
Material(s) Tested:2 GSE 60mil Smooth HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638 /GM 13 )
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
July 22, 2010
page 1 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 103179600
TRI Log #: E2343-34-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)64 64 64 64 62 64 61 65 60 60 63 2
60 << min
Density (ASTM D 1505)
Density (g/cm3)0.954 0.954 0.954 0.954 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.48 2.54 2.51 0.04
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)139 148 146 145 144 144 3
TD Yield Strength (ppi)146 145 150 154 148 149 4
MD Break Strength (ppi)306 284 284 271 286 286 13
TD Break Strength (ppi)309 274 316 332 282 303 24
MD Yield Elongation (%)19 19 21 21 21 20 1
TD Yield Elongation (%)18 18 19 20 19 19 1
MD Break Elongation (%)836 756 758 735 769 771 39
TD Break Elongation (%)871 778 879 914 806 850 56
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 103179632
TRI Log #: E2343-34-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)62 62 60 60 61 63 62 62 64 65 62 2
60 << min
Density (ASTM D 1505)
Density (g/cm3)0.952 0.952 0.952 0.952 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.31 2.39 2.35 0.06
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)142 145 140 141 145 143 2
TD Yield Strength (ppi)140 151 147 154 154 149 6
MD Break Strength (ppi)277 245 231 321 260 267 35
TD Break Strength (ppi)232 251 295 305 315 280 36
MD Yield Elongation (%)21 21 21 21 21 21 0
TD Yield Elongation (%)19 19 19 19 19 19 0
MD Break Elongation (%)754 676 656 876 739 740 86
TD Break Elongation (%)704 716 860 856 873 802 84
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2341-31-09
Material(s) Tested:1 GSE 60mil Smooth HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
April 28, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60mil Smooth HDPE Geomembrane
Sample Identification: 104152968
TRI Log #: E2341-31-09
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)63 63 61 63 62 62 61 62 61 62 62 1
61 << min
Density (ASTM D 1505)
Density (g/cm3)0.953 0.953 0.953 0.953 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.68 2.70 2.69 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 2 1 2 2 2
Rating - 2nd field view 1 1 2 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)141 142 148 147 147 145 3
TD Yield Strength (ppi)152 150 154 149 146 150 3
MD Break Strength (ppi)269 288 331 282 309 296 24
TD Break Strength (ppi)334 342 337 317 329 332 10
MD Yield Elongation (%)22 22 21 21 21 21 1
TD Yield Elongation (%)19 19 19 19 19 19 0
MD Break Elongation (%)724 771 854 759 814 784 50
TD Break Elongation (%)898 909 908 848 860 884 29
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2343-29-03
Material(s) Tested:1 GSE 60mil Smooth HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5199)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638 /GM 13)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
July 22, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60 mil Smooth HDPE Geomembrane
Sample Identification: 103179585
TRI Log #: E2343-29-03
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)66 65 68 68 67 65 67 66 66 66 66 1
65 << min
Density (ASTM D 1505)
Density (g/cm3)0.952 0.952 0.952 0.952 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.42 2.48 2.45 0.04
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)154 167 162 163 158 161 5
TD Yield Strength (ppi)158 163 161 157 163 160 3
MD Break Strength (ppi)335 358 333 254 326 321 39
TD Break Strength (ppi)331 367 322 317 353 338 21
MD Yield Elongation (%)19 19 24 19 19 20 2
TD Yield Elongation (%)19 19 19 19 19 19 0
MD Break Elongation (%)888 876 839 646 835 817 98
TD Break Elongation (%)874 953 849 856 928 892 46
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2348-61-01
Material(s) Tested:1 GSE 60mil Textured HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5994)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638 /GM 13)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
October 29, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60 mil Textured HDPE Geomembrane
Sample Identification: 103180523
TRI Log #: E2348-61-01
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)62 60 60 62 63 61 61 61 62 61 61 1
60 << min
Density (ASTM D 1505)
Density (g/cm3)0.947 0.947 0.947 0.947 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.85 2.83 2.84 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 2 2 2 1 2
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)172 164 169 168 162 167 4
TD Yield Strength (ppi)168 182 177 184 172 177 7
MD Break Strength (ppi)160 194 199 194 205 190 18
TD Break Strength (ppi)124 196 173 129 112 147 36
MD Yield Elongation (%)18 19 19 20 18 19 1
TD Yield Elongation (%)15 19 19 17 17 17 2
MD Break Elongation (%)289 521 515 503 543 474 105
TD Break Elongation (%)386 548 446 390 340 422 80
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2341-23-09
Material(s) Tested:1 GSE 60mil Textured HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5994)
Density (ASTM D 1505)
Carbon Content (ASTM D 1603, mod.)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 638)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
April 20, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
Material: GSE 60mil Textured HDPE Geomembrane
Sample Identification: 104152823
TRI Log #: E2341-23-09
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)65 65 66 69 65 66 67 62 67 63 66 2
62 << min
Density (ASTM D 1505)
Density (g/cm3)0.942 0.942 0.942 0.942 0.000
Carbon Black Content (ASTM D 1603, mod.)
% Carbon Black 2.89 2.85 2.87 0.03
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 2
Rating - 2nd field view 2 2 2 1 2
Tensile Properties (ASTM D 638/GRI GM 13, 2 ipm strain rate, Type IV specimen - HDPE)
MD Yield Strength (ppi)160 166 167 167 170 166 4
TD Yield Strength (ppi)167 177 169 170 176 172 4
MD Break Strength (ppi)221 209 189 219 200 208 13
TD Break Strength (ppi)198 139 219 196 226 196 34
MD Yield Elongation (%)18 18 18 18 18 18 0
TD Yield Elongation (%)18 18 18 16 18 18 1
MD Break Elongation (%)563 519 454 545 474 511 46
TD Break Elongation (%)525 230 591 531 598 495 152
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]

Appendix F-3
Interface Shear Strength Test Results

A Georgia Limited Liability CompanyA Georgia Limited Liability CompanyA Georgia Limited Liability CompanyA Georgia Limited Liability Company

SGI10027.REPORT.2010.01
Facility LocationFacility LocationFacility LocationFacility Location
4405 International Blvd., Suite B-117
Norcross, GA 30093
Phone: [phone] Fax: [phone]
Mail To: SGI Testing Services, LLC Mail To: SGI Testing Services, LLC Mail To: SGI Testing Services, LLC Mail To: SGI Testing Services, LLC
P.O. Box 2427
Lilburn, GA 30048-2427

Web Site: www.interactionspecialists.com

18 July 2010
Ms. Becky Flynn, P.E.
Geosyntec Consultants
10875 Rancho Bernardo Road, Suite 200
San Diego, California 92127

Subject: Laboratory Test Results Transmittal
Interface Shear Strength Testing
Denison Mines

Dear Ms. Flynn,

SGI Testing Services, LLC (SGI) is pleased to present the attached test results
for the above-mentioned testing program. The note section below addresses sample
preparation, sample disposal and a disclosure statement.

SGI appreciates the opportunity to provide laboratory testing services to
Geosyntec Consultants. Should you have any questions regarding the attached
document(s), or if you require additional information, please do not hesitate to contact
the undersigned.

Sincerely,
Zehong Yuan, Ph.D., P.E.
Laboratory Manager
Attachments

NOTES:
(1) Unless otherwise noted in the test results the sample(s)/specimen(s) were prepared in accordance with the applicable test standards or generally accepted sampling procedures.
(2) Contaminated/chemical samples and all related laboratory generated waste (i.e., test liquids, PPE, absorbents, etc.) will be returned to the client or designated
representative(s), at the client’s cost, within 60 days following the completion of the testing program, unless special arrangements for proper disposal are made with SGI.
(3) Materials that are not contaminated will be discarded after test specimens and archived specimens are obtained. Archived specimens will be discarded 30 days after the
completion of the testing program, unless long-term storage arrangements are specifically made with SGI.
(4) The reported results apply only to the materials and test conditions used in the laboratory testing program. The results do not necessarily apply to other materials or test
conditions. The test results should not be used in engineering analysis unless the test conditions model the anticipated field conditions. The testing was performed in accordance
with general engineering testing standards and requirements. The reported results are submitted for the exclusive use of the client to whom they are addressed.

ATTACHMENT A

INTERFACE DIRECT SHEAR
TEST RESULTS

GEOSYNTEC CONSULTANTS - DENISON MINES
INTERFACE DIRECT SHEAR TESTING (ASTM D 5321)
Shear Strength δ a
Parameters(2)(deg) (psf)
Peak 10 185 0.982
LD 8 125 0.999
Test Shear Normal Shear Subgrade Soil Cover Soil Failure
No. Box Size Stress Rate Stress Time Stress Time γd ωi ωf γd ωi ωf ωi ωf τP τLD Mode
(in. x in.) (psf) (in./min) (psf) (hour) (psf) (hour) (pcf) (%) (%) (pcf) (%) (%) (%) (%) (psf) (psf)
1A 12 x 12 1440 0.04 250 48 1440 24 - - - - - - - 97.5 405 311 (1)
1B 12 x 12 2880 0.04 250 48 2880 24 - - - - - - - 57.5 769 517 (1)
1C 12 x 12 5760 0.04 250 48 5760 24 - - - - - - - 53.5 1212 886 (1)
DATE OF REPORT:
FIGURE NO.
PROJECT NO.
DOCUMENT NO.
FILE NO.
SGI10027
Consolidation(1)GCL Soaking GCL Shear Stress
5/10/2010
C-1
0
1500
3000
4500
6000
7500
0 1500 3000 4500 6000 7500
Normal stress (psf)
Sh
e
a
r

S
t
r
e
n
g
t
h

(
p
s
f
)
PeakLDLinear (Peak)
Linear (LD)
0
400
800
1200
1600
2000
0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2
Displacement (in.)
Sh
e
a
r

F
o
r
c
e

(
p
s
f
)
1A 1B 1C R2R2
Upper Shear Box: Concrete sand
Hydrated Bentomat ST GCL (Lot #201018LO/Roll #876) with black woven geotextile side down/
GSE 60-mil B/W smooth HDPE geomembrane #104152973 with black side up/
Lower Shear Box:Concrete sand
NOTES:
(1) Shear failure occurred at the interface between the black woven geotextile of GCL and black side of geomembrane.
(2) The reported total-stress parameters of friction angle and adhesion were determined from a best-fit line drawn through the test data. Caution should be exercised in using these strength
parameters for applications involving normal stresses outside the range of the stresses covered by the test series. The large-displacement (LD) shear strength was calculated using the shear force
measured at the end of the test.
S10027-01.ds.xls
GEOSYNTEC CONSULTANTS - DENISON MINES
INTERFACE DIRECT SHEAR TESTING (ASTM D 5321)
Shear Strength δ a
Parameters(2)(deg) (psf)
Peak 26 15 1.000
LD 18 10 0.998
Test Shear Normal Shear Subgrade Soil Cover Soil Failure
No. Box Size Stress Rate Stress Time Stress Time γd ωi ωf γd ωi ωf ωi ωf τP τLD Mode
(in. x in.) (psf) (in./min) (psf) (hour) (psf) (hour) (pcf) (%) (%) (pcf) (%) (%) (%) (%) (psf) (psf)
2A 12 x 12 100 0.04 100 48 100 24 - - - - - - - 159.0 63 45 (1)
2B 12 x 12 200 0.04 200 48 200 24 - - - - - - - 118.7 111 74 (1)
2C 12 x 12 400 0.04 250 48 400 24 - - - - - - - 106.1 211 141 (1)
DATE OF REPORT:
FIGURE NO.
PROJECT NO.
DOCUMENT NO.
FILE NO.
SGI10027
ConsolidationGCL Soaking GCL Shear Stress
5/10/2010
C-2
0
100
200
300
400
500
0 100 200 300 400 500
Normal stress (psf)
Sh
e
a
r

S
t
r
e
n
g
t
h

(
p
s
f
)
PeakLDLinear (Peak)
Linear (LD)
0
50
100
150
200
250
300
350
0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2
Displacement (in.)
Sh
e
a
r

F
o
r
c
e

(
p
s
f
)
2A 2B 2C
R2R2
Upper Shear Box: Concrete sand
Hydrated Bentomat ST GCL (Lot #201018LO/Roll #876) with black woven geotextile side down/
GSE 60-mil B/W textured HDPE geomembrane #104152824 with black side up/
Lower Shear Box:Concrete sand
NOTES:
(1) Shear failure occurred at the interface between the black woven geotextile of GCL and black side of geomembrane.
(2) The reported total-stress parameters of friction angle and adhesion were determined from a best-fit line drawn through the test data. Caution should be exercised in using these strength
parameters for applications involving normal stresses outside the range of the stresses covered by the test series. The large-displacement (LD) shear strength was calculated using the shear force
measured at the end of the test.
S10027-02.ds.xls
GEOSYNTEC CONSULTANTS - DENISON MINES
INTERFACE DIRECT SHEAR TESTING (ASTM D 5321)
Shear Strength δ a
Parameters(2)(deg) (psf)
Peak 28 65 0.997
LD 18 40 1.000
Test Shear Normal Shear Subgrade Soil Cover Soil Failure
No. Box Size Stress Rate Stress Time Stress Time γd ωi ωf γd ωi ωf ωi ωf τP τLD Mode
(in. x in.) (psf) (in./min) (psf) (hour) (psf) (hour) (pcf) (%) (%) (pcf) (%) (%) (%) (%) (psf) (psf)
3A 12 x 12 100 0.2 - - - - - - - - - - - - 116 74 (1)
3B 12 x 12 200 0.2 - - - - - - - - - - - - 177 106 (1)
3C 12 x 12 400 0.2 - - - - - - - - - - - - 275 173 (1)
DATE OF REPORT:
FIGURE NO.
PROJECT NO.
DOCUMENT NO.
FILE NO.
SGI10027
ConsolidationGCL Soaking GCL Shear Stress
5/24/2010
C-3
0
100
200
300
400
500
0 100 200 300 400 500
Normal stress (psf)
Sh
e
a
r

S
t
r
e
n
g
t
h

(
p
s
f
)
PeakLDLinear (Peak)
Linear (LD)
0
50
100
150
200
250
300
350
400
0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2
Displacement (in.)
Sh
e
a
r

F
o
r
c
e

(
p
s
f
)
3A 3B 3C
R2R2
Upper Shear Box: Concrete sand
SKAPS GE116 nonwoven geotextile with non heat-treated side down/
GSE 60-mil B/W textured HDPE geomembrane #104152824 with white side up/
Lower Shear Box: Concrete sand
NOTES:
(1) Shear failure occurred at the interface between the non heat-treated side of geotextile and white side of geomembrane.
(2) The reported total-stress parameters of friction angle and adhesion were determined from a best-fit line drawn through the test data. Caution should be exercised in using these strength
parameters for applications involving normal stresses outside the range of the stresses covered by the test series. The large-displacement (LD) shear strength was calculated using the shear force
measured at the end of the test.
S10027-03.ds.xls
GEOSYNTEC CONSULTANTS - DENISON MINES
INTERFACE DIRECT SHEAR TESTING (ASTM D 5321)
Shear Strength δ a
Parameters(2)(deg) (psf)
Peak 11 15 0.995
LD 11 10 0.996
Test Shear Normal Shear Subgrade Soil Cover Soil Failure
No. Box Size Stress Rate Stress Time Stress Time γd ωi ωf γd ωi ωf ωi ωf τP τLD Mode
(in. x in.) (psf) (in./min) (psf) (hour) (psf) (hour) (pcf) (%) (%) (pcf) (%) (%) (%) (%) (psf) (psf)
4A 12 x 12 1440 0.20 - - - - - - - - - - - - 324 316 (1)
4B 12 x 12 2880 0.20 - - - - - - - - - - - - 553 552 (1)
4C 12 x 12 5760 0.20 - - - - - - - - - - - - 1172 1162 (1)
DATE OF REPORT:
FIGURE NO.
PROJECT NO.
DOCUMENT NO.
FILE NO.
SGI10027
Consolidation(1)GCL Soaking GCL Shear Stress
5/15/2010
C-4
0
1500
3000
4500
6000
7500
0 1500 3000 4500 6000 7500
Normal stress (psf)
Sh
e
a
r

S
t
r
e
n
g
t
h

(
p
s
f
)
PeakLDLinear (Peak)
Linear (LD)
0
400
800
1200
1600
2000
0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2
Displacement (in.)
Sh
e
a
r

F
o
r
c
e

(
p
s
f
)
4A 4B 4C R2R2
Upper Shear Box: Steel plate with textured surafce
GSE GNS-300E geonet #131340947/
GSE 60-mil B/W smooth HDPE geomembrane #104152973 with white side up/
Lower Shear Box:Concrete sand
NOTES:
(1) Shear failure occurred at the interface between the geonet and white side of geomembrane.
(2) The reported total-stress parameters of friction angle and adhesion were determined from a best-fit line drawn through the test data. Caution should be exercised in using these strength
parameters for applications involving normal stresses outside the range of the stresses covered by the test series. The large-displacement (LD) shear strength was calculated using the shear force
measured at the end of the test.
S10027-04.ds.xls

Appendix F-4
Panel Placement Logs
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
1 104153248 6/23/2010 13:55 22 115 VHEast Slope
2 104153248 6/23/2010 14:05 22 115 VHEast Slope
3 104153248 6/23/2010 14:15 22 115 VHEast Slope
4 104153250 6/25/2010 8:00 22 115 CLEast Slope
5 104153245 6/25/2010 8:20 22 115 CLEast Slope
6 104153248 6/25/2010 9:45 22 115 CLEast Slope
7 104153245 6/25/2010 10:20 22 115 CLEast Slope
8 104153245 6/25/2010 10:50 22 115 CLEast Slope
9 104153245 6/25/2010 11:15 22 115 CLEast Slope
10 104153252 6/26/2010 10:00 22 115 CLEast Slope
11 104153252 6/26/2010 10:30 22 115 CLEast Slope
12 104153250 6/26/2010 11:00 22 115 CLEast Slope
13 104153250 6/26/2010 11:10 22 115 CLEast Slope
14 104153252 6/29/2010 8:20 22 115 CLEast Slope
15 104153252 6/29/2010 8:50 22 115 CLEast Slope
16 104153628 6/29/2010 9:00 22 115 CLEast Slope
17 104153628 6/29/2010 9:45 22 115 CLEast Slope
18 104153574 6/29/2010 11:15 22 115 CLEast Slope
19 104153574 6/29/2010 13:00 22 115 CLEast Slope
20 104153574 6/29/2010 13:25 22 115 CLEast Slope
21 104153628 6/29/2010 13:40 22 115 CLEast Slope
22 104153628 6/29/2010 14:00 22 115 CLEast Slope
23 104153240 7/7/2010 9:15 22 120 CLEast Slope
24 104153250 7/7/2010 9:30 22 121 CLEast Slope
25 104153240 7/7/2010 10:00 21 121 CLEast Slope
26 104153240 7/7/2010 10:30 20 95 CLEast Slope
27 104153240 7/7/2010 10:45 20 70 CLEast Slope
28 104153241 7/7/2010 11:20 17 46 CLEast Slope
29 104153241 7/7/2010 11:30 16 26 CLEast Slope
30 104153241 7/7/2010 12:40 21 114 CLNorth Slope
Tuesday, November 30, 2010 Page 1 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
31 104153241 7/7/2010 13:00 20 89 CLNorth Slope
32 104153241 7/7/2010 13:20 20 69 CLNorth Slope
33 104153241 7/7/2010 14:00 19 60 CLNorth Slope
34 104153241 7/7/2010 14:15 14 20 CLNorth Slope
35 104153358 7/8/2010 14:00 22 120 CLNorth Slope
36 104153358 7/8/2010 14:15 22 120 CLNorth Slope
37 104153358 7/8/2010 14:30 22 120 CLNorth Slope
38 104153358 7/8/2010 14:40 22 120 CLNorth Slope
39 104152973 7/10/2010 13:15 22 541 CLNE Floor
40 104153356 7/12/2010 14:00 22 528 CLNE Floor
41 104153561 7/12/2010 14:20 22 525 CLNE Floor
42 104153542 7/12/2010 15:30 22 521 CLNE Floor
43 104153564 7/14/2010 11:20 22 456 CLNE Floor
44 104153529 7/14/2010 13:00 22 456 CLNE Floor
45 104153532 7/14/2010 13:15 22 455 CLNE Floor
46 104153638 7/14/2010 14:00 22 451 CLNE Floor
47 104153605 7/14/2010 14:20 22 453 CLNE Floor
48 104153604 7/14/2010 14:45 22 450 CLNE Floor
49 104153604 7/16/2010 11:00 22 73 CLNE Floor
50 104153564 7/16/2010 11:15 22 72 CLNE Floor
51 104153532 7/16/2010 11:25 22 73 CLNE Floor
52 104153529 7/16/2010 11:30 22 67 CLNE Floor
53 104153638 7/16/2010 11:35 22 68 CLNE Floor
54 104153605 7/16/2010 11:45 22 62 CLNE Floor
55 104153256 7/16/2010 14:11 22 121 CLN SLOPE
56 104153256 7/16/2010 14:20 22 121 CLN SLOPE
57 104153256 7/16/2010 14:25 22 121 CLN SLOPE
58 104153256 7/16/2010 14:40 22 121 CLN SLOPE
59 104153235 7/16/2010 14:45 22 121 CLN SLOPE
60 104153235 7/16/2010 15:00 22 121 CLN SLOPE
Tuesday, November 30, 2010 Page 2 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
61 104153631 7/17/2010 10:15 22 121 DSN SLOPE
62 104153631 7/17/2010 10:20 22 122 DSN SLOPE
63 104153631 7/17/2010 10:25 22 122 DSN SLOPE
64 104153539 7/20/2010 15:15 22 505 CLNE FLOOR
65 104153354 7/20/2010 15:30 22 504 CLNE FLOOR
66 104153530 7/21/2010 12:05 22 500 CLNE FLOOR
67 104153634 7/21/2010 12:20 22 494 CLNE FLOOR
68 104153352 7/23/2010 10:00 22 116 CLN SLOPE
69 104153352 7/23/2010 10:15 22 116 CLN SLOPE
70 104153352 7/23/2010 10:25 22 116 CLN SLOPE
71 104153352 7/23/2010 10:45 22 115 CLN SLOPE
72 104153266 7/23/2010 11:00 22 115 CLN SLOPE
73 104153266 7/26/2010 13:00 22 118 CLN SLOPE
74 104153266 7/26/2010 13:30 22 118 CLN SLOPE
75 104153266 7/26/2010 13:45 22 116 CLN SLOPE
76 104153237 7/26/2010 14:00 22 118 CLN SLOPE
77 104153237 7/26/2010 14:15 22 117 CLN SLOPE
78 104153262 7/27/2010 10:45 22 495 CLN FLOOR
79 104153236 7/27/2010 11:00 22 492 CLN FLOOR
80 104152968 7/27/2010 13:35 22 490 CLN FLOOR
81 104152976 7/27/2010 13:45 22 489 CLN FLOOR
82 104152971 7/28/2010 9:50 22 480 CLN FLOOR
83 104153255 7/28/2010 10:30 22 480 CLN FLOOR
84 103179596 7/30/2010 8:15 22 474 CLN FLOOR
85 103179599 7/30/2010 8:30 22 471 CLN FLOOR
86 103179604 7/30/2010 8:45 22 466 CLN FLOOR
87 103179585 7/30/2010 9:00 22 463 CLN FLOOR
88 103179597 7/30/2010 9:30 22 464 CLN FLOOR
89 104153633 7/30/2010 12:30 22 114 CLN SlOPE
90 104153633 7/30/2010 12:45 22 116 CLN SlOPE
Tuesday, November 30, 2010 Page 3 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
91 104153633 7/30/2010 12:55 22 116 CLN SlOPE
92 104153633 7/30/2010 13:10 22 116 CLN SlOPE
93 103179617 8/17/2010 7:15 22 113 CLN SlOPE
94 103179617 8/17/2010 7:30 22 118 CLN SlOPE
95 103179617 8/17/2010 7:45 22 116 CLN SlOPE
96 103179729 8/17/2010 9:15 22 466 CLN FlOOR
97 103179740 8/17/2010 9:30 22 461 CLN FlOOR
98 103179720 8/17/2010 9:50 22 461 CLN FlOOR
99 103179742 8/17/2010 10:05 22 459 CLN FlOOR
100 103179728 8/17/2010 12:35 22 450 CLN FlOOR
101 103179743 8/17/2010 13:00 22 448 CLN FlOOR
102 103179754 8/17/2010 13:25 22 447 CLN FlOOR
103 103179684 8/19/2010 7:40 22 112 VHN SLOPE
104 103179684 8/19/2010 7:45 22 112 VHN SLOPE
105 103179684 8/19/2010 8:00 22 110 VHN SLOPE
106 103179684 8/19/2010 8:05 22 112 VHN SLOPE
107 103179618 8/19/2010 8:15 22 110 VHN SLOPE
108 103179618 8/19/2010 8:30 22 111 VHN SLOPE
109 103179618 8/19/2010 8:45 22 110 VHN SLOPE
110 103179618 8/19/2010 9:00 22 111 VHN SLOPE
111 103179594 8/19/2010 13:00 22 448 CLN FlOOR
112 103179606 8/19/2010 13:15 22 442 CLN FlOOR
113 103179723 8/19/2010 13:30 22 438 CLN FlOOR
114 103179593 8/19/2010 13:45 22 431 CLN FlOOR
115 103179676 8/19/2010 14:15 22 430 CLN FlOOR
116 103179676 8/19/2010 14:45 22 129 CLN FlOOR
117 103179606 8/19/2010 14:50 22 118 CLN FlOOR
118 103179593 8/19/2010 14:55 22 127 CLN FlOOR
119 103179594 8/19/2010 15:05 22 57 CLN FlOOR
120 103179722 8/21/2010 11:20 22 111 CLN SLOPE
Tuesday, November 30, 2010 Page 4 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
121 103179722 8/21/2010 11:35 22 111 CLN SLOPE
122 103179722 8/21/2010 11:45 22 109 CLN SLOPE
123 103179722 8/21/2010 12:00 22 111 CLN SLOPE
124 103179709 8/21/2010 13:00 22 113 CLN SLOPE
125 103179709 8/21/2010 13:15 22 116 CLN SLOPE
126 103179709 8/21/2010 13:30 22 108 CLN SLOPE
127 103179709 8/21/2010 14:00 22 217 CLN FlOOR
128 104153236 8/14/2010 17:38 22 67 CLN FlOOR
129 104153262 8/21/2010 14:46 22 64 CLN FlOOR
130 104153532 8/21/2010 14:56 22 35 CLN FlOOR
131 104153594 8/21/2010 15:00 22 51 CLN FlOOR
132 103179717 8/21/2010 15:15 22 420 CLN FlOOR
133 103179716 8/21/2010 15:26 22 413 CLN FlOOR
134 103179730 8/21/2010 15:45 22 410 CLN FlOOR
135 103179674 8/21/2010 16:15 22 408 CLN FlOOR
136 103179678 8/21/2010 16:32 22 400 CLN FlOOR
137 103179614 8/24/2010 12:50 22 110 CLN SLOPE
138 103179614 8/24/2010 13:05 22 109 CLN SLOPE
139 103179614 8/24/2010 13:15 22 110 CLN SLOPE
140 103179614 8/24/2010 13:25 22 108 CLN SLOPE
141 103179624 8/24/2010 13:35 22 109 CLN SLOPE
142 103179624 8/24/2010 13:47 22 108 CLN SLOPE
143 103179624 8/24/2010 14:20 22 108 CLN SLOPE
144 103179727 8/24/2010 15:10 22 387 CLN FlOOR
145 103179732 8/24/2010 15:30 22 367 CLN FlOOR
146 103179732 8/24/2010 15:53 22 200 CLN FlOOR
147 103179727 8/24/2010 16:00 22 162 CLN FlOOR
148 103179678 8/24/2010 16:35 22 158 CLN FlOOR
149 103179624 8/24/2010 16:45 22 189 CLN FlOOR
150 103179624 8/24/2010 17:00 22 46 CLN FlOOR
Tuesday, November 30, 2010 Page 5 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
151 103179717 8/24/2010 17:10 22 137 CLN FlOOR
152 103179716 8/24/2010 17:20 22 141 CLN FlOOR
153 103179666 8/25/2010 8:15 22 50 CLN FlOOR
154 104153237 8/25/2010 8:20 22 88 CLN FlOOR
155 104153266 8/25/2010 8:30 22 87 CLN FlOOR
156 103179730 8/25/2010 8:35 22 96 CLN FlOOR
157 103179730 8/25/2010 8:45 22 51 CLN FlOOR
158 104153633 8/25/2010 8:50 22 77 CLN FlOOR
159 103179614 8/25/2010 9:00 22 126 CLN FlOOR
160 104152970 8/25/2010 9:05 22 51 CLN FlOOR
161 103179745 8/25/2010 9:20 22 281 CLN FlOOR
162 103179750 9/2/2010 7:50 22 114 JOE SLOPE
163 103179752 9/2/2010 7:55 22 114 JOE SLOPE
164 103179746 9/2/2010 8:00 22 115 JOE SLOPE
165 104153360 9/2/2010 8:05 22 115 JOE SLOPE
166 103179605 9/2/2010 8:30 22 115 JOE SLOPE
167 103179605 9/2/2010 9:00 22 115 JOE SLOPE
168 103179605 9/2/2010 9:10 22 114 JOE SLOPE
169 103179605 9/2/2010 9:20 22 113 JOE SLOPE
170 103179695 9/2/2010 9:40 22 113 JOE SLOPE
171 103179695 9/2/2010 9:50 22 113 JOE SLOPE
172 103179695 9/2/2010 10:00 22 113 JOE SLOPE
173 103179591 9/3/2010 12:30 22 240 JOE FLOOR
174 103179591 9/3/2010 13:00 22 241 JOE FLOOR
175 103179694 9/3/2010 13:10 22 242 JOE FLOOR
176 103179694 9/3/2010 13:20 22 242 JOE FLOOR
177 103179713 9/3/2010 13:30 22 242 JOE FLOOR
178 103179713 9/3/2010 13:40 22 243 JOE FLOOR
179 103179757 9/3/2010 13:50 22 244 JOE FLOOR
180 103179757 9/3/2010 14:00 22 244 JOE FLOOR
Tuesday, November 30, 2010 Page 6 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
181 103179687 9/3/2010 14:10 22 244 JOE FLOOR
182 103179687 9/3/2010 14:20 22 243 JOE FLOOR
183 103179747 9/3/2010 14:30 22 243 JOE FLOOR
184 103179747 9/3/2010 14:40 22 243 JOE FLOOR
185 103179758 9/4/2010 12:30 22 240 JOFLOOR
186 103179758 9/4/2010 12:45 22 240 JOFLOOR
187 103179758 9/4/2010 13:00 22 68 JOFLOOR
188 103179710 9/4/2010 13:15 22 171 JOFLOOR
189 103179710 9/4/2010 13:30 22 239 JOFLOOR
190 103179710 9/4/2010 13:45 22 137 JOFLOOR
191 103179621 9/4/2010 14:00 22 101 JOFLOOR
192 103179621 9/4/2010 14:10 22 239 JOFLOOR
193 103179621 9/4/2010 14:15 22 202 JOFLOOR
194 103179712 9/4/2010 14:20 22 34 JOFLOOR
195 103179712 9/4/2010 14:25 22 227 JOFLOOR
196 103179712 9/4/2010 14:30 22 216 JOFLOOR
197 103179712 9/4/2010 14:40 22 58 JOFLOOR
198 103179615 9/4/2010 14:50 22 147 JOFLOOR
199 103179615 9/4/2010 15:00 22 196 JOFLOOR
200 103179615 9/4/2010 15:10 22 184 JOFLOOR
201 103179615 9/4/2010 15:20 22 176 JOFLOOR
202 103179587 9/7/2010 11:15 22 163 JOFLOOR
203 103179587 9/7/2010 11:20 22 42 JOFLOOR
204 103179752 9/7/2010 11:30 22 107 JOFLOOR
205 103179695 9/7/2010 11:40 22 139 JOFLOOR
206 103179695 9/7/2010 11:45 22 48 JOFLOOR
207 103179750 9/7/2010 11:50 22 84 JOFLOOR
208 103179745 9/7/2010 11:55 22 94 JOFLOOR
209 103179729 9/7/2010 12:00 22 34 JOFLOOR
210 103179745 9/10/2010 8:45 22 95 JOFLOOR
Tuesday, November 30, 2010 Page 7 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
211 103179745 9/10/2010 8:50 22 86 JOFLOOR
212 103179617 9/10/2010 9:00 22 76 JOFLOOR
213 103179617 9/10/2010 9:05 22 65 JOFLOOR
214 103179746 9/10/2010 9:10 22 54 JOFLOOR
215 104153360 9/10/2010 9:20 22 43 JOFLOOR
216 103179729 9/10/2010 9:30 22 33 JOFLOOR
217 103179723 9/10/2010 9:35 22 24 JOFLOOR
218 104153360 9/10/2010 9:40 22 13 JOFLOOR
219 103179746 9/10/2010 9:45 15 4 JOFLOOR
220 103179744 9/10/2010 15:30 22 512 JONEAR 5/5-A TRENCH
221 103179702 9/11/2010 8:00 22 514 JO5/5-A TRENCH
222 103179761 9/13/2010 14:10 22 3 JOFLOOR
223 103179652 9/13/2010 12:30 22 458 JONEAR TRENCH
224 103179651 9/13/2010 12:50 22 415 JOTRENCH
225 103179651 9/13/2010 13:20 22 15 JOFLOOR
226 103179651 9/13/2010 13:30 22 25 JOFLOOR
227 103179651 9/13/2010 13:35 22 36 JOFLOOR
228 103179761 9/13/2010 13:40 22 46 JOFLOOR
229 103179761 9/13/2010 13:50 22 53 JOFLOOR
230 103179652 9/13/2010 14:00 22 67 JOFLOOR
231 103179690 9/16/2010 9:10 22 245 JOEAST FLOOR
232 103179690 9/16/2010 9:20 22 245 JOEAST FLOOR
233 103179733 9/17/2010 9:15 22 113 JOEAST SLOPE
234 103179733 9/17/2010 9:20 22 115 JOEAST SLOPE
235 103179659 9/17/2010 9:30 22 116 JOEAST SLOPE
236 103179659 9/17/2010 9:35 22 117 JOEAST SLOPE
237 103179659 9/17/2010 9:40 22 124 JOEAST SLOPE
238 103179659 9/17/2010 9:45 22 136 JOEAST SLOPE
239 103179697 9/17/2010 11:30 22 176 JOSOUTH EAST SLOPE
240 103179697 9/17/2010 11:40 22 173 JOSOUTH EAST SLOPE
Tuesday, November 30, 2010 Page 8 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
241 103179697 9/17/2010 11:45 20 171 JOSOUTH EAST SLOPE
242 103179739 9/17/2010 12:30 22 114 JOSOUTH EAST SLOPE
243 103179739 9/17/2010 13:30 22 84 JOSOUTH EAST SLOPE
244 103179739 9/17/2010 13:45 22 42 JOSOUTH EAST SLOPE
245 103179739 9/17/2010 14:00 11 13 JOSOUTH EAST SLOPE
246 104152825 9/20/2010 9:26 20 179 CLSIDE SLOPE
247 104152825 9/20/2010 9:45 22 183 CLSIDE SLOPE
248 103179600 9/21/2010 13:00 22 259 JOSOUTH EAST FLOOR
249 103179600 9/21/2010 13:10 22 270 JOSOUTH EAST FLOOR
250 103179698 9/21/2010 14:00 22 111 JOSOUTH SLOPE
251 103179698 9/21/2010 14:30 22 112 JOSOUTH SLOPE
252 103179698 9/21/2010 14:40 22 113 JOSOUTH SLOPE
253 103179698 9/21/2010 14:50 22 112 JOSOUTH SLOPE
254 103179611 9/21/2010 15:10 22 112 JOSOUTH SLOPE
255 103179611 9/21/2010 15:20 22 112 JOSOUTH SLOPE
256 103179611 9/21/2010 16:15 22 113 VHSOUTH SLOPE
257 103179611 9/21/2010 16:20 22 97 VHSOUTH SLOPE
258 103179611 9/21/2010 16:30 22 77 VHSOUTH SLOPE
259 103179698 9/21/2010 16:25 22 43 VHSOUTH SLOPE
260 103179698 9/21/2010 16:50 22 38 VHSOUTH SLOPE
261 103179735 9/21/2010 17:50 22 87 VHFLOOR
262 103179735 9/21/2010 17:35 22 96 VHFLOOR
263 103179735 9/21/2010 17:55 22 107 VHFLOOR
264 103179735 9/21/2010 18:00 22 118 VHFLOOR
265 103179735 9/21/2010 18:05 22 126 VHFLOOR
266 103179616 9/21/2010 18:10 22 136 VHFLOOR
267 103179616 9/21/2010 18:20 22 144 VHFLOOR
268 103179616 9/21/2010 18:25 22 157 VHFLOOR
269 103179643 9/21/2010 18:40 22 168 VHFLOOR
270 103179643 9/21/2010 18:45 22 178 VHFLOOR
Tuesday, November 30, 2010 Page 9 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
271 103179643 9/21/2010 19:00 22 190 VHFLOOR
272 103179642 9/21/2010 19:20 22 177 VHFLOOR
273 103179642 9/21/2010 19:27 19 120 VHFLOOR
274 103179691 10/1/2010 13:00 22 113 VHSOUTH SLOPE
275 103179691 10/1/2010 13:10 22 115 VHSOUTH SLOPE
276 103179691 10/1/2010 13:50 22 115 VHSOUTH SLOPE
277 103179691 10/1/2010 14:00 22 116 VHSOUTH SLOPE
278 103179699 10/1/2010 14:05 22 114 VHSOUTH SLOPE
279 103179699 10/1/2010 14:07 22 113 VHSOUTH SLOPE
280 103179699 10/1/2010 14:15 22 114 VHSOUTH SLOPE
281 103179699 10/1/2010 14:20 22 118 VHSOUTH SLOPE
282 103179662 10/1/2010 14:30 22 115 VHSOUTH SLOPE
283 103179662 10/1/2010 18:30 22 172 CESLOPE
284 103179662 10/1/2010 18:30 17 177 CESLOPE
285 103179662 10/2/2010 9:00 22 98 CEFLOOR
286 103179592 10/2/2010 9:25 22 134 CEFLOOR
287 103179592 10/2/2010 9:45 22 162 CEFLOOR
288 103179592 10/2/2010 10:15 22 195 CEFLOOR
289 103179592 10/2/2010 10:30 22 65 CEFLOOR
290 103179715 10/2/2010 10:40 22 162 CEFLOOR
291 103179715 10/2/2010 10:50 22 262 CEFLOOR
292 103179715 10/2/2010 11:00 22 135 CEFLOOR
293 103179655 10/2/2010 11:15 22 135 CEFLOOR
294 103179655 10/2/2010 11:30 22 326 CEFLOOR
295 103179655 10/2/2010 11:45 22 75 CEFLOOR
296 103179595 10/2/2010 12:00 22 265 CEFLOOR
297 103179595 10/2/2010 12:30 11 170 CEFLOOR
298 103179595 10/2/2010 12:45 11 190 CEFLOOR
299 103179598 10/2/2010 13:00 22 361 CEFLOOR
300 103179641 10/5/2010 8:30 22 108 VHSOUTH SLOPE
Tuesday, November 30, 2010 Page 10 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
301 103179641 10/5/2010 8:40 22 109 VHSOUTH SLOPE
302 103179641 10/5/2010 8:45 22 113 VHSOUTH SLOPE
303 103179641 10/5/2010 9:00 22 107 VHSOUTH SLOPE
304 103179654 10/5/2010 9:10 22 107 VHSOUTH SLOPE
305 103179654 10/5/2010 9:25 22 108 VHSOUTH SLOPE
306 103179654 10/5/2010 9:40 22 109 VHSOUTH SLOPE
307 103179654 10/5/2010 9:50 22 108 VHSOUTH SLOPE
308 103179637 10/5/2010 10:00 22 110 VHSOUTH SLOPE
309 103179637 10/5/2010 10:10 22 109 MMCSOUTH SLOPE
310 103179637 10/5/2010 10:15 22 108 MMCSOUTH SLOPE
311 103179637 10/5/2010 10:25 22 109 VHSOUTH SLOPE
312 103179632 10/5/2010 10:35 22 110 VHSOUTH SLOPE
313 103179632 10/5/2010 10:45 22 107 VHSOUTH SLOPE
314 103179632 10/5/2010 10:50 22 108 VHSOUTH SLOPE
315 103179632 10/5/2010 11:00 22 109 VHSOUTH SLOPE
316 103179632 10/5/2010 11:05 22 108 VHSOUTH SLOPE
317 103179629 10/5/2010 11:20 22 110 VHSOUTH SLOPE
318 103179629 10/5/2010 11:30 22 109 VHSOUTH SLOPE
319 103179629 10/5/2010 11:40 22 112 VHSOUTH SLOPE
320 103179629 10/5/2010 11:50 22 109 VHSOUTH SLOPE
321 103179629 10/5/2010 12:00 22 109 VHSOUTH SLOPE
322 103179658 10/5/2010 0:30 22 109 VHSOUTH SLOPE
323 103179658 10/5/2010 12:40 22 111 VHSOUTH SLOPE
324 103179658 10/5/2010 12:50 22 110 VHSOUTH SLOPE
325 103179658 10/5/2010 13:00 22 110 VHSOUTH SLOPE
326 103179658 10/5/2010 13:10 22 110 VHSOUTH SLOPE
327 103179640 10/8/2010 14:00 11 560 VHFLOOR
328 103179622 10/9/2010 8:50 22 560 CEFLOOR @ LDS
329 103179630 10/9/2010 9:00 22 560 CEFLOOR
330 103179638 10/9/2010 9:10 22 560 CEFLOOR
Tuesday, November 30, 2010 Page 11 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
331 103179703 10/9/2010 9:24 22 45 CEFLOOR
332 103179711 10/9/2010 9:27 22 106 CEFLOOR
333 103179738 10/9/2010 9:32 22 109 CEFLOOR
334 103179603 10/9/2010 9:40 22 128 CEFLOOR
335 103179753 10/8/2010 9:50 22 175 CEFLOOR
336 103179586 10/9/2010 10:00 22 85 CEFLOOR
337 103179754 10/9/2010 10:08 22 112 CEFLOOR
338 103179598 10/9/2010 10:10 22 191 CEFLOOR
339 103179637 10/9/2010 10:15 22 122 CEFLOOR
340 103179699 10/9/2010 10:20 22 105 CEFLOOR
341 103179653 10/9/2010 12:45 22 560 CEFLOOR
342 103179679 10/9/2010 12:55 22 43 CEFLOOR
343 103179679 10/9/2010 13:05 22 63 CEFLOOR
344 103179601 10/9/2010 13:10 22 110 CEFLOOR
345 103179721 10/9/2010 13:20 22 99 CEFLOOR
346 103179714 10/9/2010 13:30 22 118 CEFLOOR
347 103179693 10/9/2010 13:40 22 96 CEFLOOR
348 103179719 10/9/2010 13:50 22 99 CEFLOOR
349 103179627 10/9/2010 14:00 22 32 CEFLOOR
350 103179627 10/9/2010 14:10 22 106 CEFLOOR
351 103179631 10/9/2010 14:15 22 94 CEFLOOR
352 103179757 10/9/2010 14:20 22 56 CEFLOOR
353 103179740 10/9/2010 14:25 22 89 CEFLOOR
354 104152974 10/9/2010 14:30 22 84 CEFLOOR
355 103179724 10/9/2010 14:40 22 98 CEFLOOR
356 103179608 10/9/2010 14:50 22 90 CEFLOOR
357 103179636 10/9/2010 15:00 22 560 CEFLOOR
358 103179634 10/11/2010 12:30 22 107 MCSOUTH WEST CORNER SLOPE
359 103179634 10/11/2010 12:40 22 108 MCSOUTH WEST CORNER SLOPE
360 103179634 10/11/2010 12:50 22 104 MCSOUTH WEST CORNER SLOPE
Tuesday, November 30, 2010 Page 12 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
361 103179634 10/11/2010 13:00 22 106 MCSOUTH WEST CORNER SLOPE
362 103179634 10/11/2010 13:10 22 108 MCSOUTH WEST CORNER SLOPE
363 103179646 10/11/2010 13:20 22 106 MCSOUTH WEST CORNER SLOPE
364 103179646 10/11/2010 13:30 22 105 MCSOUTH WEST CORNER SLOPE
365 103179646 10/11/2010 13:40 22 108 MCSOUTH WEST CORNER SLOPE
366 103179646 10/11/2010 13:50 22 111 MCSOUTH WEST CORNER SLOPE
367 103179648 10/12/2010 10:00 22 244 VHFLOOR
368 103179648 10/12/2010 10:05 22 119 VHSIDE SLOPE
369 103179664 10/12/2010 10:10 22 317 VHFLOOR
370 103179628 10/12/2010 10:15 22 88 VHFLOOR
371 103179664 10/12/2010 10:30 22 240 VHSIDE SLOPE/FLOOR
372 103179628 10/12/2010 10:35 22 412 VHSIDE SLOPE/FLOOR
373 103179671 10/12/2010 11:00 22 152 VHSIDE SLOPE/FLOOR
374 103179667 10/12/2010 11:10 22 179 VHFLOOR
375 103179667 10/12/2010 11:20 22 384 VHSIDE SLOPE/FLOOR
376 103179645 10/12/2010 11:30 22 387 VHSIDE SLOPE/FLOOR
377 103179645 10/12/2010 12:30 22 172 VHSIDE SLOPE/FLOOR
378 104153552 10/12/2010 12:40 22 220 VHFLOOR
379 104153552 10/12/2010 12:50 22 342 VHFLOOR
380 103179672 10/12/2010 13:00 22 51 VHSIDE SLOPE
381 103179672 10/12/2010 13:10 21 35 VHSIDE SLOPE
382 103179672 10/12/2010 13:20 22 95 VHSIDE SLOPE
383 103179672 10/12/2010 13:30 22 50 VHSIDE SLOPE
384 103179672 10/12/2010 13:40 22 34 VHSIDE SLOPE
385 103179672 10/12/2010 13:50 6 16 VHSIDE SLOPE
386 103179672 10/12/2010 15:00 22 46 VHFLOOR
387 103179672 10/12/2010 15:10 11 128 VHFLOOR
388 103179672 10/12/2010 15:18 11 127 VHFLOOR
389 104153545 10/13/2010 9:40 22 560 VHFLOOR
390 104153357 10/13/2010 9:50 22 560 VHFLOOR
Tuesday, November 30, 2010 Page 13 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
391 104153359 10/13/2010 10:00 22 560 VHFLOOR
392 104153543 10/13/2010 10:10 22 517 VHFLOOR
393 104153543 10/13/2010 10:20 22 29 VHFLOOR
394 103179656 10/13/2010 10:30 22 125 VHFLOOR
395 103179609 10/13/2010 10:40 22 119 VHFLOOR
396 103179739 10/13/2010 10:45 22 102 VHFLOOR
397 103179739 10/13/2010 10:50 22 86 VHFLOOR
398 103179619 10/13/2010 11:00 22 65 VHFLOOR
399 103179619 10/13/2010 11:05 22 43 VHFLOOR
400 103179739 10/13/2010 13:30 22 77 VHFLOOR
401 103179680 10/13/2010 13:40 22 77 VHFLOOR
402 104153631 10/13/2010 13:45 22 192 VHFLOOR
403 104153526 10/13/2010 13:50 22 121 VHFLOOR
404 104153526 10/13/2010 14:15 22 47 VHFLOOR
405 104153235 10/13/2010 14:20 22 320 VHFLOOR
406 103179691 10/13/2010 14:30 22 75 VHFLOOR
407 103179668 10/13/2010 14:52 22 405 MCFLOOR
408 103179668 10/13/2010 15:00 22 157 MCFLOOR
409 104153528 10/13/2010 15:05 22 228 MCFLOOR
410 104153528 10/13/2010 15:09 22 337 MCFLOOR
411 103179589 10/13/2010 15:16 22 21 MCFLOOR
412 103179589 10/13/2010 15:24 22 312 MCFLOOR
413 103179589 10/13/2010 15:33 22 210 MCFLOOR
414 104153526 10/13/2010 15:44 22 69 MCFLOOR
415 104153531 10/14/2010 9:50 22 307 VHFLOOR
416 104153531 10/14/2010 9:55 22 103 VHSIDE SLOPE
417 104153531 10/14/2010 10:06 22 151 VHFLOOR
418 104153355 10/14/2010 10:18 22 168 VHFLOOR
419 104153355 10/14/2010 10:25 22 103 VHSIDE SLOPE
420 104153355 10/14/2010 10:33 22 291 VHFLOOR
Tuesday, November 30, 2010 Page 14 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
421 104153556 10/14/2010 10:40 22 20 VHFLOOR
422 104153556 10/14/2010 10:48 22 107 VHSIDE SLOPE
423 104153556 10/14/2010 11:01 22 317 VHFLOOR
424 104153556 10/14/2010 11:10 22 106 VHSIDE SLOPE
425 104153570 10/14/2010 11:23 22 318 VHFLOOR
426 104153570 10/14/2010 11:30 22 106 VHSIDE SLOPE
427 104153570 10/14/2010 11:39 22 138 VHFLOOR
428 103179669 10/14/2010 11:45 22 180 VHFLOOR
429 103179669 10/14/2010 11:52 22 109 VHSIDE SLOPE
430 103179669 10/14/2010 12:55 22 300 VHFLOOR
431 103179670 10/14/2010 13:06 22 62 VHFLOOR
432 103179670 10/14/2010 13:13 22 110 VHSIDE SLOPE
433 103179670 10/14/2010 13:26 22 275 VHFLOOR
434 104153548 10/14/2010 13:33 22 50 VHFLOOR
435 103179693 10/14/2010 13:40 22 249 VHSIDE SLOPE
436 104153548 10/14/2010 13:47 22 331 VHFLOOR
437 104153548 10/14/2010 13:55 22 112 VHSIDE SLOPE
438 104153544 10/14/2010 14:01 22 332 VHFLOOR
439 104153544 10/14/2010 14:09 22 112 VHSIDE SLOPE
440 104153544 10/14/2010 14:14 19 120 VHFLOOR
441 104153234 10/14/2010 14:20 19 120 VHFLOOR
442 104153234 10/14/2010 14:33 22 116 VHSIDE SLOPE
443 104153234 10/14/2010 14:40 22 227 VHFLOOR
444 104153234 10/14/2010 14:46 22 122 VHFLOOR
445 104153578 10/16/2010 8:20 22 560 GMFLOOR
446 104153580 10/16/2010 8:50 22 520 GMFLOOR
447 104153573 10/16/2010 9:10 22 468 GMFLOOR
448 104153580 10/16/2010 9:25 22 39 GMFLOOR
449 104153573 10/16/2010 9:28 22 40 GMFLOOR
450 104153573 10/16/2010 9:30 22 34 GMFLOOR
Tuesday, November 30, 2010 Page 15 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
451 104153571 10/16/2010 9:40 22 125 GMSIDE SLOPE
452 104153571 10/16/2010 9:45 22 126 GMSIDE SLOPE
453 104153571 10/16/2010 9:55 22 126 GMSIDE SLOPE
454 104153571 10/16/2010 9:59 22 104 GMSIDE SLOPE
455 104153599 10/16/2010 10:05 22 448 GMFLOOR
456 104153599 10/16/2010 10:10 22 124 GMSIDE SLOPE
457 104153579 10/16/2010 10:30 22 473 GMFLOOR
458 104153579 10/16/2010 10:57 22 108 GMFLOOR
459 104153598 10/16/2010 11:00 22 101 GMSIDE SLOPE
460 104153598 10/16/2010 11:10 22 352 GMFLOOR
461 104153598 10/16/2010 11:15 22 106 GMSIDE SLOPE
462 104153606 10/16/2010 13:05 22 420 GMFLOOR
463 104153606 10/16/2010 13:45 22 103 GMSIDE SLOPE
464 104153606 10/16/2010 13:49 22 36 GMFLOOR
465 103179688 10/16/2010 14:20 22 361 GMFLOOR
466 103179688 10/16/2010 14:30 22 104 GMSIDE SLOPE
467 103179688 10/16/2010 14:36 22 95 GMFLOOR
468 103179692 10/16/2010 14:40 22 289 GMFLOOR
469 103179692 10/16/2010 14:45 22 104 GMSIDE SLOPE
470 103179692 10/16/2010 14:51 22 125 GMFLOOR
471 103179692 10/16/2010 14:37 22 60 GMFLOOR
472 104153603 10/16/2010 14:41 22 222 GMFLOOR
473 104153603 10/16/2010 14:58 22 105 GMSIDE SLOPE
474 104153603 10/16/2010 2:53 22 238 GMFLOOR
475 104153583 10/16/2010 2:57 22 32 GMFLOOR
476 104153583 10/16/2010 15:01 22 105 GMSIDE SLOPE
477 104153583 10/16/2010 15:11 22 298 GMFLOOR
478 104153583 10/16/2010 15:24 22 105 GMSIDE SLOPE
479 104153583 10/16/2010 15:28 22 31 GMFLOOR
480 103179663 10/16/2010 15:30 22 252 GMFLOOR
Tuesday, November 30, 2010 Page 16 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
481 103179663 10/16/2010 15:33 22 105 GMSIDE SLOPE
482 103179663 10/16/2010 15:37 22 187 GMFLOOR
483 103179663 10/16/2010 15:40 22 34 GMFLOOR
484 103179665 10/16/2010 15:45 22 65 GMFLOOR
485 103179665 10/16/2010 15:50 22 105 GMSIDE SLOPE
486 103179665 10/16/2010 15:55 22 185 GMFLOOR
487 103179665 10/16/2010 16:02 22 104 GMSIDE SLOPE
488 103179665 10/18/2010 7:10 22 65 GMFLOOR
489 103179665 10/18/2010 7:35 22 36 GMFLOOR
490 103179700 10/18/2010 7:38 22 132 GMFLOOR
491 103179700 10/18/2010 7:43 22 99 GMSIDE SLOPE
492 103179700 10/18/2010 7:46 22 145 GMFLOOR
493 103179700 10/18/2010 7:50 22 102 GMSIDE SLOPE
494 103179700 10/18/2010 7:54 22 47 GMFLOOR
495 103179700 10/18/2010 7:57 22 41 GMFLOOR
496 103179701 10/18/2010 8:00 22 103 GMFLOOR
497 103179701 10/18/2010 8:00 22 104 GMSIDE SLOPE
498 103179701 10/18/2010 8:10 22 84 GMFLOOR
499 103179701 10/18/2010 8:13 22 105 GMSIDE SLOPE
500 103179701 10/18/2010 8:17 22 105 GMSIDE SLOPE
501 103179701 10/18/2010 8:20 22 62 GMFLOOR
502 104153602 10/18/2010 8:24 22 36 GMFLOOR
503 104153602 10/18/2010 8:28 22 69 GMFLOOR
504 104153602 10/18/2010 8:33 22 103 GMSIDE SLOPE
505 104153602 10/18/2010 8:36 22 43 GMFLOOR
506 104153602 10/18/2010 8:40 22 105 GMSIDE SLOPE
507 104153602 10/18/2010 8:44 22 26 GMFLOOR
508 104153602 10/18/2010 8:47 22 104 GMSIDE SLOPE
509 103179675 10/18/2010 8:50 22 102 GMSIDE SLOPE
510 103179675 10/18/2010 9:05 22 75 GMSIDE SLOPE
Tuesday, November 30, 2010 Page 17 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
511 103179675 10/18/2010 9:15 22 54 GMSIDE SLOPE
512 103179675 10/18/2010 9:18 22 32 GMSIDE SLOPE
513 103179675 10/18/2010 9:22 22 19 GMSIDE SLOPE
514 103179675 10/18/2010 9:25 22 151 GMSIDE SLOPE
515 103179671 10/18/2010 13:10 11 306 GMFLOOR
516 103179671 10/18/2010 13:40 19 246 GMFLOOR
518 103179644 10/18/2010 14:00 22 273 GMFLOOR
519 103179644 10/18/2010 14:03 22 101 GMSIDE SLOPE
520 103179644 10/18/2010 14:05 22 117 GMFLOOR
521 103179649 10/18/2010 2:20 22 141 GMFLOOR
522 103179649 10/18/2010 14:20 22 100 GMSIDE SLOPE
523 103179649 10/18/2010 14:30 22 198 GMFLOOR
524 103179649 10/18/2010 14:50 22 99 GMSIDE SLOPE
525 103179657 10/18/2010 15:05 22 38 GMFLOOR
526 103179657 10/18/2010 15:10 22 223 GMFLOOR
527 103179657 10/18/2010 15:15 22 99 GMSIDE SLOPE
528 103179683 10/18/2010 15:18 22 112 GMFLOOR
529 103179657 10/18/2010 15:22 22 93 GMFLOOR
530 103179657 10/18/2010 15:26 22 99 GMSIDE SLOPE
531 103179683 10/18/2010 15:35 22 188 GMFLOOR
532 103179683 10/18/2010 15:40 22 100 GMSIDE SLOPE
533 103179683 10/18/2010 15:43 22 23 GMFLOOR
534 103179683 10/18/2010 15:45 22 138 GMFLOOR
535 103179682 10/18/2010 15:47 22 18 GMFLOOR
536 103179682 10/18/2010 15:50 22 100 GMSIDE SLOPE
537 103179682 10/18/2010 16:00 22 157 GMFLOOR
538 103179682 10/18/2010 16:05 22 100 GMSIDE SLOPE
539 103179682 10/19/2010 8:00 22 70 GMFLOOR
540 103179682 10/19/2010 8:10 22 102 GMSIDE SLOPE
541 103179639 10/19/2010 8:15 22 73 GMFLOOR
Tuesday, November 30, 2010 Page 18 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
542 103179639 10/19/2010 8:25 22 129 GMFLOOR
543 103179639 10/19/2010 8:35 22 102 GMSIDE SLOPE
544 103179639 10/19/2010 8:39 22 117 GMFLOOR
545 103179639 10/19/2010 8:42 22 100 GMSIDE SLOPE
546 103179686 10/19/2010 8:45 22 103 GMFLOOR
547 103179686 10/19/2010 8:48 22 101 GMSIDE SLOPE
548 103179686 10/19/2010 8:56 22 90 GMFLOOR
549 103179686 10/19/2010 9:00 22 104 GMSIDE SLOPE
550 103179686 10/19/2010 9:03 22 97 GMSIDE SLOPE
551 103179685 10/19/2010 9:05 22 97 GMSIDE SLOPE
552 103179685 10/19/2010 9:08 22 72 GMSIDE SLOPE
553 103179685 10/19/2010 9:36 22 52 GMSIDE SLOPE
554 103179685 10/19/2010 9:38 22 30 GMSIDE SLOPE
555 103179685 10/19/2010 9:40 22 14 GMSIDE SLOPE
556 103179685 10/19/2010 9:45 22 139 GMSIDE SLOPE
557 104152986 11/10/2010 12:45 22 306 VHFLOOR-CENTER RD
558 104152994 11/11/2010 13:00 22 442 VHFLOOR-CENTER RD
559 104152994 11/11/2010 13:15 3 29 VHFLOOR-CENTER RD
560 104152994 11/12/2010 8:30 22 109 GMACCESS ROAD
561 104152993 11/12/2010 8:45 22 246 GMACCESS ROAD
562 104153541 11/12/2010 8:55 22 86 GMACCESS ROAD
563 104155495 11/16/2010 15:45 22 261 GMFLOOR ACCESS ROAD
564 104155495 11/16/2010 11:35 22 121 GMACCESS ROAD
565 104155495 11/16/2010 11:45 22 91 GMACCESS ROAD
566 104155495 11/17/2010 8:24 22 68 GMFLOOR
567 104155495 11/17/2010 8:30 22 17 GMFLOOR
568 104152989 11/17/2010 13:30 22 132 GMON SLOPE
569 104155498 11/18/2010 8:33 22 127 GMON SLOPE
570 104153645 11/18/2010 10:40 22 66 GMON FLOOR
571 104153645 11/18/2010 10:15 22 55 GMON FLOOR
Tuesday, November 30, 2010 Page 19 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Secondary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
572 104153645 11/18/2010 11:20 15 137 GMON SLOPE
573 104153645 11/18/2010 11:45 22 135 GMON SLOPE
574 104153645 11/18/2010 12:30 6 24 GMON FLOOR
2051207Approx. Area (sq. ft).Number of Panels: 573
Tuesday, November 30, 2010 Page 20 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
1 104153540 7/19/2010 8:00 22 111 CLSlope- South of P2
2 104153540 7/19/2010 8:15 22 111 CLSlope- North of P1
3 104153540 7/19/2010 8:30 22 112 CLSlope- North of P2
4 104153540 7/19/2010 8:45 22 112 CLSlope- North of P3
5 104153594 7/19/2010 9:00 22 112 CLSlope- North of P4
6 104153594 7/19/2010 9:50 22 113 CLSlope- North of P5
7 104153594 7/19/2010 10:05 22 113 CLSlope- North of P6
8 104153594 7/20/2010 8:00 22 114 CLSlope- North of P7
9 104153600 7/20/2010 8:15 22 116 CLSlope- North of P8
10 104153600 7/20/2010 8:25 22 115 CLSlope- North of P9
11 104153600 7/20/2010 8:45 22 117 CLSlope- North of P10
12 104153600 7/20/2010 9:00 22 114 CLSlope- North of P11
13 104153558 7/20/2010 10:40 22 117 CLSlope- North of P12
14 104153558 7/20/2010 10:45 22 115 CLSlope- North of P13
15 104153558 7/20/2010 11:00 22 116 CLSlope- North of P14
16 104153558 7/22/2010 8:00 22 115 VHSlope- North of P15
17 104153585 7/22/2010 8:03 22 115 VHSlope- North of P16
18 104153585 7/22/2010 8:35 22 115 VHSlope- North of P17
19 104153585 7/22/2010 8:36 22 115 VHSlope- North of P18
20 104153585 7/22/2010 9:00 22 115 VHSlope- North of P19
21 104153237 7/22/2010 9:10 22 116 VHSlope- North of P20
22 104153237 7/22/2010 9:40 22 116 VHSlope- North of P21
23 104153263 8/9/2010 14:00 22 121 CLSlope- North of P22
24 104153263 8/9/2010 14:15 22 118 CLSlope- North of P23
25 104153263 8/9/2010 14:30 22 122 CLSlope- North of P24
26 104153524 8/10/2010 7:20 22 89 CLSlope- North of P25
27 104153524 8/10/2010 7:30 22 82 CLSlope- North of P26
28 104153524 8/10/2010 7:45 22 72 CLSlope- North of P27
29 104153524 8/10/2010 8:00 22 125 CLSlope- West of P30
30 104153524 8/10/2010 8:20 22 123 CLSlope- West of P31
Tuesday, November 30, 2010 Page 1 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
31 104153263 8/10/2010 8:45 22 103 CLSlope- West of P32
32 104153263 8/10/2010 9:15 22 80 CLSlope- West of P33
33 104153526 8/10/2010 9:30 11 58 CLSlope- West of P34
34 104153526 8/10/2010 10:15 11 26 CLSlope- North of P28
35 104153526 8/10/2010 11:15 22 126 CLSlope- West of P29
36 104153526 8/10/2010 11:25 22 123 CLSlope- West of P35
37 104153525 8/10/2010 14:30 22 532 VHFloor- West of P24
38 104153231 8/10/2010 15:00 22 522 VHFloor- West of P37
39 103179707 8/10/2010 15:30 22 532 VHFloor- West of P38
40 103179706 8/11/2010 7:00 22 120 VHSlope- West of P36
41 103179706 8/11/2010 7:45 22 123 VHSlope- West of P40
42 103179706 8/11/2010 7:35 22 123 VHSlope- West of P41
43 103179706 8/11/2010 7:45 22 124 VHSlope- West of P42
44 104152975 8/11/2010 7:50 22 124 VHSlope- West of P43
45 104152975 8/11/2010 7:55 22 125 VHSlope- West of P44
46 104152975 8/11/2010 8:00 22 124 VHSlope- West of P45
47 104152975 8/11/2010 8:05 22 124 VHSlope- West of P46
48 104153601 8/11/2010 11:00 22 524 VHFloor- West of P39
49 104153533 8/11/2010 11:20 22 517 VHFloor- West of P48
50 104153563 8/11/2010 12:35 22 513 VHFloor- West of P49
51 103179731 8/11/2010 12:45 22 506 VHFloor- West of P50
52 103179704 8/11/2010 13:00 22 503 VHFloor- West of P51
53 103179737 8/11/2010 13:10 22 501 VHFloor- West of P52
54 104153527 8/11/2010 13:20 22 498 VHFloor- West of P53
55 103179666 8/13/2010 7:30 22 123 CLSlope- West of P47
56 103179666 8/13/2010 7:20 22 124 CLSlope- West of P55
57 103179666 8/13/2010 7:30 22 122 CLSlope- West of P56
58 103179666 8/13/2010 8:00 22 123 CLSlope- West of P57
59 104152970 8/13/2010 8:15 22 120 CLSlope- West of P58
60 104152970 8/13/2010 8:40 22 124 CLSlope- West of P59
Tuesday, November 30, 2010 Page 2 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
61 104152970 8/13/2010 8:50 22 123 CLSlope- West of P60
62 104152970 8/13/2010 9:00 22 121 CLSlope- West of P61
63 103179736 8/13/2010 10:00 22 503 VHFloor- West of P54
64 103179755 8/13/2010 10:10 22 495 VHFloor- West of P63
65 103179756 8/13/2010 10:30 22 488 VHFloor- West of P64
66 103179748 8/13/2010 13:30 22 488 VHFloor- West of P65
67 103179751 8/13/2010 1:30 22 485 VHFloor- West of P66
68 103179751 8/13/2010 13:40 22 73 VHFloor- West of P67
69 103179748 8/13/2010 13:45 22 68 VHFloor- West of P67
70 103179596 8/13/2010 13:55 22 80 VHFloor- West of P67
71 103179756 8/13/2010 14:10 22 71 VHFloor- West of P67
72 103179585 8/13/2010 14:15 22 93 VHFloor- West of P67
73 103179736 8/13/2010 14:30 22 56 VHFloor- West of P67
74 104153242 8/13/2010 14:40 22 51 VHFloor- West of P67
75 104153242 8/13/2010 14:35 22 478 VHFloor- West of P70
76 104153242 8/13/2010 15:25 22 31 CLFloor- West of P75
77 104152975 8/13/2010 15:30 22 55 CLFloor- West of P75
78 104153558 8/13/2010 15:35 22 88 CLFloor- West of P75
79 103179604 8/13/2010 15:40 22 85 CLFloor- West of P75
80 103179755 8/13/2010 15:45 22 64 CLFloor- West of P75
81 103179599 8/13/2010 15:50 22 83 CLFloor- West of P75
82 104152971 8/13/2010 15:55 22 73 CLFloor- West of P75
83 104153601 8/13/2010 16:00 22 20 CLFloor- West of P75
84 103179601 8/14/2010 9:00 4 22 VHFloor- West of P67
85 104152974 8/30/2010 7:40 22 475 VHFloor- West of P76
86 103179586 8/30/2010 8:00 22 471 VHFloor- West of P85
87 103179623 8/30/2010 8:15 22 467 VHFloor- West of P86
88 103179633 8/30/2010 8:30 22 464 VHFloor- West of P87
89 103179608 8/30/2010 8:40 22 463 VHFloor- West of P88
90 103179631 8/30/2010 8:50 22 461 VHFloor- West of P89
Tuesday, November 30, 2010 Page 3 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
91 103179724 8/30/2010 9:00 22 462 VHFloor- West of P90
92 103179760 8/30/2010 10:00 22 461 VHFloor- West ofP91
93 103179719 8/30/2010 12:40 22 457 VHFloor- West of P92
94 103179721 8/30/2010 12:50 22 458 VHFloor- West of P93
95 103179705 8/30/2010 13:00 22 455 VHFloor- West of P94
96 103179718 8/30/2010 14:00 22 451 VHFloor- West of P95
97 103179741 8/30/2010 14:15 22 452 VHFloor- West of P96
98 103179601 8/30/2010 14:30 22 449 VHFloor- West of P97
99 103179679 8/31/2010 14:35 22 448 VHFloor- West of P98
100 103179602 8/31/2010 7:10 22 446 VHFloor- West of P99
101 103179714 8/31/2010 7:20 22 438 VHFloor- West of P100
102 103179660 8/31/2010 7:30 22 434 VHFloor- West of P101
103 103179673 8/31/2010 7:40 22 432 VHFloor- West of P102
104 103179603 8/31/2010 7:50 22 431 VHFloor- West of P103
105 103179613 8/31/2010 8:00 22 429 VHFloor- West of P104
106 103179627 8/31/2010 8:10 22 423 VHFloor- West of P105
107 103179661 8/31/2010 10:00 22 418 VHFloor- West of P106
108 103179625 8/31/2010 12:40 22 417 VHFloor- West of P107
109 103179703 8/31/2010 12:45 22 415 VHFloor- West of P108
110 103179753 8/31/2010 13:00 22 387 VHFloor- West of P109
111 103179734 8/31/2010 13:10 22 384 VHFloor- West of P110
112 103179761 8/31/2010 13:30 22 357 VHFloor- West of P111
113 104153360 8/31/2010 13:40 22 354 VHFloor- West of P112
114 103179746 8/31/2010 13:50 22 338 VHFloor- West of P113
115 103179752 8/31/2010 14:20 22 321 VHFloor- West of P114
116 103179750 8/31/2010 10:30 22 308 VHFloor- West of P115
117 103179656 9/6/2010 7:30 22 117 JON SLOPE
118 103179656 9/6/2010 7:45 22 117 JON SLOPE
119 104153265 9/6/2010 7:55 22 117 JON SLOPE
120 104153265 9/6/2010 8:00 22 116 JON SLOPE
Tuesday, November 30, 2010 Page 4 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
121 104153265 9/6/2010 8:05 22 116 JON SLOPE
122 104153265 9/6/2010 8:10 22 116 JON SLOPE
123 103179680 9/6/2010 8:15 22 115 JON SLOPE
124 103179680 9/6/2010 8:20 22 114 JON SLOPE
125 103179680 9/6/2010 8:25 22 113 JON SLOPE
126 103179680 9/6/2010 8:30 22 112 JON SLOPE
127 104153249 9/6/2010 8:40 22 112 JON SLOPE
128 104153249 9/6/2010 8:50 22 111 JON SLOPE
129 104153249 9/6/2010 9:00 22 111 JON SLOPE
130 104153249 9/6/2010 9:10 22 111 JON SLOPE
131 103179590 9/6/2010 9:20 22 111 JON SLOPE
132 103179590 9/6/2010 9:30 22 111 JON SLOPE
133 103179590 9/7/2010 7:00 22 110 JON SLOPE
134 103179590 9/7/2010 7:05 22 110 JON SLOPE
135 103179619 9/7/2010 7:10 22 110 JON SLOPE
136 103179619 9/7/2010 7:15 22 109 JON SLOPE
137 103179619 9/7/2010 7:20 22 109 JON SLOPE
138 103179619 9/7/2010 7:30 22 109 JON SLOPE
139 103179620 9/7/2010 8:00 22 108 JON SLOPE
140 103179620 9/7/2010 8:10 22 107 JON SLOPE
141 103179620 9/7/2010 8:20 22 107 JON SLOPE
142 103179620 9/7/2010 8:30 22 107 JON SLOPE
143 103179609 9/7/2010 9:00 22 106 JON SLOPE
144 103179609 9/7/2010 9:10 22 105 JON SLOPE
145 103179609 9/7/2010 9:20 22 105 JON SLOPE
146 103179609 9/7/2010 9:30 22 104 JON SLOPE
147 103179587 9/7/2010 9:40 22 105 JON SLOPE
148 103179587 9/7/2010 9:50 22 105 JON SLOPE
149 103179587 9/7/2010 10:00 22 105 JON SLOPE
150 103179738 9/14/2010 1:00 22 111 JOEAST SLOPE
Tuesday, November 30, 2010 Page 5 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
151 103179738 9/14/2010 13:20 22 113 JOEAST SLOPE
152 103179738 9/14/2010 13:30 22 113 JOEAST SLOPE
153 103179738 9/14/2010 14:00 22 113 JOEAST SLOPE
154 103179711 9/14/2010 14:30 22 113 JOEAST SLOPE
155 103179711 9/14/2010 15:00 22 112 JOEAST SLOPE
156 103179711 9/14/2010 15:15 22 112 JOEAST SLOPE
157 103179711 9/14/2010 15:30 22 111 JOEAST SLOPE
158 103179733 9/14/2010 15:35 22 111 JOEAST SLOPE
159 103179733 9/14/2010 15:40 22 111 JOEAST SLOPE
160 103179612 9/28/2010 8:00 22 560 JOFLOOR
161 103179696 9/28/2010 8:10 22 560 VHFLOOR
162 103179660 9/28/2010 8:30 14 15 VHFLOOR
163 103179660 9/28/2010 8:35 22 22 VHFLOOR
164 103179660 9/28/2010 8:45 22 30 VHFLOOR
165 103179660 9/28/2010 8:50 22 43 VHFLOOR
166 103179661 9/28/2010 8:55 22 52 VHFLOOR
167 103179661 9/28/2010 9:00 22 64 VHFLOOR
168 103179618 9/28/2010 9:05 22 74 VHFLOOR
169 103179618 9/28/2010 9:20 22 29 VHFLOOR
170 104153600 9/28/2010 9:25 22 57 VHFLOOR
171 104153600 9/28/2010 9:30 22 38 VHFLOOR
172 103179743 9/28/2010 9:35 22 67 VHFLOOR
173 103179743 9/28/2010 9:40 22 48 VHFLOOR
174 103179623 9/28/2010 9:45 22 59 VHFLOOR
175 103179623 9/28/2010 9:50 22 27 VHFLOOR
176 103179602 9/28/2010 10:15 22 89 VHFLOOR
177 103179602 9/28/2010 10:30 22 18 VHFLOOR
178 103179625 9/28/2010 10:05 22 105 VHFLOOR
179 103179625 9/28/2010 10:15 22 34 VHFLOOR
180 103179633 9/28/2010 10:25 22 87 VHFLOOR
Tuesday, November 30, 2010 Page 6 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
181 103179642 9/28/2010 11:15 22 16 VHFLOOR
182 104152823 9/30/2010 14:00 22 173 VHSIDE SLOPE
183 104152823 9/30/2010 14:10 22 171 VHSIDE SLOPE
184 103179647 10/20/2010 8:27 22 112 GMSIDE SLOPE
185 103179647 10/20/2010 8:36 22 112 GMSIDE SLOPE
186 103179647 10/20/2010 8:46 22 111 GM- SIDE SLOPE
187 103179647 10/20/2010 8:57 22 110 GMSIDE SLOPE
188 103179647 10/20/2010 9:44 22 112 GMSIDE SLOPE
189 103179635 10/20/2010 9:27 22 112 GMSIDE SLOPE
190 103179635 10/20/2010 9:43 22 113 GMSIDE SLOPE
191 103179635 10/20/2010 9:57 22 110 GMSIDE SLOPE
192 103179650 10/20/2010 10:24 22 87 GMSIDE SLOPE
193 103179650 10/20/2010 10:50 22 75 GMSIDE SLOPE
194 103179650 10/20/2010 11:07 22 28 GMSIDE SLOPE
195 103179650 10/20/2010 11:41 22 155 GMSIDE SLOPE
196 103179650 10/20/2010 13:15 9 154 GMSIDE SLOPE
197 104153637 10/20/2010 13:40 22 154 GMSIDE SLOPE
198 103179650 10/20/2010 13:50 22 112 GMFLOOR
199 103179650 10/20/2010 14:00 22 122 GMFLOOR
200 104153637 10/20/2010 14:25 22 407 GMFLOOR
201 104153640 10/20/2010 15:04 22 165 GMFLOOR
202 104153640 10/20/2010 15:17 22 165 GMFLOOR
203 104153640 10/20/2010 15:22 22 180 GMFLOOR
204 104153640 10/20/2010 15:36 22 41 GMFLOOR
205 104153632 10/20/2010 15:41 22 156 GMFLOOR
206 104153632 10/20/2010 15:55 22 214 GMFLOOR
207 104153632 10/20/2010 16:00 22 187 GMFLOOR
208 104153621 10/20/2010 16:10 22 37 GMFLOOR
209 104153621 10/20/2010 16:20 22 233 GMFLOOR
210 104153643 10/28/2010 7:00 22 106 GM Side Slope
Tuesday, November 30, 2010 Page 7 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
211 104153643 10/28/2010 7:52 22 106 GM Side Slope
212 104153643 10/28/2010 7:57 22 106 GM Side Slope
213 104153643 10/28/2010 8:04 22 106 GM Side Slope
214 104153643 10/28/2010 8:09 22 106 GM Side Slope
215 104153642 10/28/2010 8:18 22 107 GM Side Slope
216 104153642 10/28/2010 8:25 22 108 GM Side Slope
217 104153642 10/28/2010 8:30 22 109 GM Side Slope
218 104153642 10/28/2010 8:35 22 107 GM Side Slope
219 104153550 10/28/2010 8:48 22 105 GM Side Slope
220 104153550 10/28/2010 8:54 22 105 GM Side Slope
221 104153550 10/28/2010 9:00 22 105 GM Side Slope
222 104153550 10/28/2010 9:18 22 105 GM Side Slope
223 104153550 10/28/2010 9:28 22 105 GM Side Slope
224 104153648 10/28/2010 9:40 22 105 GM Side Slope
225 104153648 10/28/2010 9:46 22 105 GM Side Slope
226 104153648 10/28/2010 9:58 22 105 GM Side Slope
227 104153648 10/28/2010 10:10 22 105 GM Side Slope
228 104153648 10/28/2010 10:28 22 106 GM Side Slope
229 104153627 10/28/2010 10:37 22 105 GM Side Slope
230 104153627 10/28/2010 10:46 22 105 GM Side Slope
231 104153627 10/28/2010 10:55 22 105 GM Side Slope
232 104153627 10/28/2010 11:02 22 105 GM Side Slope
233 104153627 10/28/2010 11:09 22 105 GM Side Slope
234 104153567 10/28/2010 11:19 22 105 GM Side Slope
235 104153567 10/28/2010 12:48 22 104 GM Side Slope
236 104153567 10/28/2010 12:51 22 104 GM Side Slope
237 104153567 10/28/2010 12:55 22 104 GM Side Slope
238 104153567 10/28/2010 13:04 22 104 GM Side Slope
239 104153596 10/28/2010 13:12 22 104 GM Side Slope
240 104153596 10/28/2010 13:17 22 105 GM Side Slope
Tuesday, November 30, 2010 Page 8 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
241 104153596 10/28/2010 13:24 22 104 GM Side Slope
242 104153596 10/28/2010 13:30 22 104 GM Side Slope
243 104153596 10/28/2010 13:39 22 103 GM Side Slope
244 104153597 10/28/2010 13:54 22 102 GM Side Slope
245 104153597 10/28/2010 14:00 22 101 GM Side Slope
246 104153597 10/28/2010 14:08 22 100 GM Side Slope
247 104153597 10/28/2010 14:18 22 100 GM Side Slope
248 104153597 10/28/2010 14:22 22 100 GM Side Slope
249 104153595 10/28/2010 14:35 22 101 GM Side Slope
250 104153595 10/28/2010 14:40 22 102 GM Side Slope
251 104153595 10/28/2010 14:50 22 100 GM Side Slope
252 104153595 10/28/2010 15:04 22 98 GM Side Slope
253 104153595 10/28/2010 15:08 22 97 GM Side Slope
254 104153551 10/28/2010 15:16 22 96 GM Side Slope
255 104153551 10/28/2010 15:20 22 97 GM Side Slope
256 104153551 10/28/2010 15:28 22 97 GM Side Slope
257 104153551 10/28/2010 15:32 22 97 GM Side Slope
258 104153551 10/28/2010 16:00 22 97 GM Side Slope
259 104153547 10/30/2010 7:56 22 73 GM Side Slope
260 104153547 10/30/2010 8:02 22 33 GM Side Slope
261 104153547 10/30/2010 8:09 4 17 GM Side Slope
262 104153547 10/30/2010 7:40 22 90 GM Side Slope
263 104153547 10/30/2010 7:30 22 99 GM Side Slope
264 104153621 10/30/2010 9:06 22 68 GM Side Slope
265 103179648 10/30/2010 9:23 10 39 GM Side Slope
266 104153547 10/30/2010 8:16 22 71 GM Side Slope
267 104153621 10/30/2010 8:43 22 103 GM Side Slope
268 104153621 10/30/2010 9:30 22 104 GM Side Slope
269 104153569 10/30/2010 9:43 22 106 GM Side Slope
270 104153569 10/30/2010 9:50 22 107 GM Side Slope
Tuesday, November 30, 2010 Page 9 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
271 104153569 10/30/2010 9:54 22 107 GM Side Slope
272 104153569 10/30/2010 10:07 22 105 GM Side Slope
273 104153569 10/30/2010 10:15 22 105 GM Side Slope
274 103179708 10/30/2010 10:23 22 105 GM Side Slope
275 103179708 10/30/2010 10:33 22 106 GM Side Slope
276 103179708 10/30/2010 10:57 22 107 GM Side Slope
277 103179708 10/30/2010 11:08 22 107 GM Side Slope
278 103179708 10/30/2010 11:14 22 106 GM Side Slope
279 104153559 10/30/2010 12:36 22 107 GM Side Slope
280 104153559 10/30/2010 12:30 22 107 GM Side Slope
282 104153559 10/30/2010 12:48 22 102 GMSide Slope
283 104153559 10/30/2010 12:59 22 103 GM Side Slope
284 104153565 10/30/2010 13:05 22 104 GM Side Slope
285 104153565 10/30/2010 13:12 22 105 GM Side Slope
286 104153565 10/30/2010 13:23 22 105 GM Side Slope
287 104153565 10/30/2010 13:28 22 106 GM Side Slope
288 104153565 10/30/2010 13:32 22 106 GM Side Slope
289 104153566 10/30/2010 13:48 22 106 GM Side Slope
290 104153566 10/30/2010 13:53 22 104 GM Side Slope
291 104153566 10/30/2010 14:09 22 104 GMSide Slope
292 104153566 10/30/2010 14:15 22 102 GM Side Slope
293 104153566 10/30/2010 14:19 22 102 GMSide Slope
294 104153546 10/30/2010 14:27 22 102 GM Side Slope
295 104153546 10/30/2010 14:31 22 102 GMSide Slope
296 104153546 10/30/2010 15:05 22 101 GM Side Slope
297 104153546 10/30/2010 15:09 22 99 GM Side Slope
298 104153546 10/30/2010 15:14 22 100 GM Side Slope
299 104153635 11/1/2010 8:06 22 232 GMFloor
300 104153635 11/1/2010 8:12 22 244 GMFloor
301 104153635 11/1/2010 8:00 22 51 GMFloor
Tuesday, November 30, 2010 Page 10 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
302 104153646 11/1/2010 8:30 22 205 GMFloor
303 104153646 11/1/2010 8:35 22 267 GMFloor
304 104153646 11/1/2010 8:43 22 64 GMFloor
305 104153650 11/1/2010 8:52 22 212 GMFloor
306 104153650 11/1/2010 8:57 22 287 GMFloor
307 104153650 11/1/2010 9:03 22 36 GMFloor
308 104153630 11/1/2010 9:21 22 263 GMFloor
309 104153630 11/1/2010 9:34 22 286 GMFloor
310 104153623 11/1/2010 9:43 22 23 GMFloor
311 104153623 11/1/2010 9:47 22 314 GMFloor
312 104153623 11/1/2010 9:55 22 175 GMFloor
313 104153647 11/1/2010 10:00 22 157 GMFloor
314 104153647 11/1/2010 10:08 22 342 GMFloor
315 104153629 11/1/2010 10:20 22 352 GMFloor
316 104153629 11/1/2010 13:28 22 192 GMFloor
317 104153626 11/1/2010 13:35 22 171 GMFloor
318 104153626 11/1/2010 13:40 22 361 GMFloor
319 104153647 11/1/2010 13:54 22 12 GMFloor
320 104153641 11/1/2010 14:08 22 385 GMFloor
321 104153641 11/1/2010 14:15 22 158 GMFloor
322 104153644 11/1/2010 14:18 22 235 GMFloor
323 104153644 11/1/2010 15:00 22 307 GMFloor
324 104153618 11/1/2010 14:56 22 97 GMFloor
325 104153618 11/1/2010 15:03 22 414 GMFloor
326 104153619 11/1/2010 15:35 22 427 GMFloor
327 104153619 11/2/2010 8:15 22 122 GMFloor
328 104153639 11/2/2010 8:00 22 314 GMFloor
329 104153639 11/2/2010 8:30 20 229 GMFloor
330 104153593 11/2/2010 8:52 20 182 GMFloor
331 104153593 11/3/2010 14:30 22 235 VHSOUTH-WEST FLOOR
Tuesday, November 30, 2010 Page 11 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
332 104153593 11/3/2010 14:40 10 23 VHSOUTH-WEST FLOOR
333 104153593 11/3/2010 14:45 22 17 VHSOUTH-WEST FLOOR
334 104153593 11/4/2010 8:29 22 48 GMFloor
335 104153593 11/4/2010 8:32 22 20 GMFloor
336 104153607 11/4/2010 8:45 22 44 GMFloor
337 104153607 11/4/2010 8:49 22 77 GMFloor
338 104153607 11/4/2010 8:56 22 96 GMFloor
339 104153607 11/4/2010 9:00 22 14 GMFloor
340 104153607 11/4/2010 9:01 22 98 GMFloor
341 104153607 11/4/2010 9:05 22 127 GMFloor
342 104153607 11/4/2010 9:11 22 57 GMFloor
343 104153608 11/4/2010 9:12 22 87 GMFloor
344 104153608 11/4/2010 9:21 22 160 GMFloor
345 104153608 11/4/2010 9:25 22 19 GMFloor
346 104153608 11/4/2010 9:27 22 155 GMFloor
347 104153608 11/4/2010 9:37 22 125 GMFloor
348 104153589 11/4/2010 9:46 22 67 GMFloor
349 104153589 11/4/2010 9:47 22 36 GMFloor
350 104153589 11/4/2010 9:49 22 171 GMFloor
351 104153589 11/4/2010 9:56 22 221 GMFloor
352 104153589 11/4/2010 10:02 22 44 GMFloor
353 104153622 11/4/2010 10:00 22 192 GMFloor
354 104153622 11/4/2010 10:24 22 253 GMFloor
355 104153622 11/4/2010 10:18 22 16 GMFloor
356 104153622 11/4/2010 10:09 22 83 GMFloor
357 104153574 11/4/2010 10:41 22 166 GMFloor
358 103179646 11/4/2010 10:48 22 138 GMFloor
359 103179641 11/4/2010 10:52 22 116 GMFloor
360 104153240 11/4/2010 10:57 22 27 GMFloor
361 104153240 11/4/2010 11:02 22 34 GMFloor
Tuesday, November 30, 2010 Page 12 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
362 103179654 11/4/2010 11:30 22 71 GMFloor
363 103179762 11/4/2010 11:16 22 70 GMFloor
364 103179762 11/4/2010 11:27 22 121 GMFloor
365 104153605 11/4/2010 11:34 22 14 GMFloor
366 104153240 11/4/2010 11:39 22 108 GMFloor
367 104153250 11/4/2010 11:49 22 69 GMFloor
368 104153628 11/4/2010 11:55 22 69 GMFloor
369 103179654 11/4/2010 11:57 22 52 GMFloor
370 103179605 11/4/2010 13:13 22 32 GMFloor
371 104153241 11/4/2010 13:14 22 64 GMFloor
372 104153256 11/4/2010 13:17 22 64 GMFloor
373 103179613 11/4/2010 13:21 22 123 GMFloor
374 103179675 11/4/2010 13:28 22 23 GMFloor
375 104153605 11/4/2010 13:37 22 24 GMFloor
376 103179675 11/4/2010 13:39 22 43 GMFloor
377 104153602 11/4/2010 13:45 22 43 GMFloor
378 103179713 11/4/2010 13:53 22 55 GMFloor
379 104153533 11/4/2010 13:58 22 34 GMFloor
380 104152968 11/4/2010 14:12 22 68 GMFloor
381 103179705 11/4/2010 14:20 22 89 GMFloor
382 103179747 11/4/2010 14:25 22 12 GMFloor
383 103179674 11/4/2010 14:28 22 128 GMFloor
384 104153530 11/4/2010 14:35 22 56 GMFloor
385 104152976 11/4/2010 15:39 22 65 GMFloor
386 104153548 11/4/2010 14:42 22 63 GMFloor
387 103179718 11/4/2010 14:47 22 50 GMFloor
388 104153547 11/4/2010 14:55 22 33 GMFloor
389 103179591 11/4/2010 14:57 22 50 GMFloor
390 103179648 11/4/2010 15:19 22 58 GMFloor
391 103179686 11/4/2010 15:24 22 55 GMFloor
Tuesday, November 30, 2010 Page 13 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
392 104153571 11/4/2010 15:29 22 75 GMFloor
393 103179685 11/4/2010 15:50 22 77 GMFloor
394 103179747 11/4/2010 15:52 22 35 GMFloor
395 104153591 11/4/2010 15:55 22 399 GMFloor
396 104153591 11/4/2010 16:00 22 140 GMFloor
397 103179763 11/4/2010 16:06 22 264 GMFloor
398 104153591 11/4/2010 16:16 22 13 GMFloor
399 103179763 11/4/2010 16:27 22 294 GMFloor
400 104153581 11/4/2010 16:37 22 134 GMFloor
401 104153581 11/5/2010 7:50 22 39 GMFloor
402 104153586 11/5/2010 7:58 22 36 GMFloor
403 104153581 11/5/2010 8:02 22 369 GMFloor
404 104153586 11/5/2010 8:08 22 460 GMFloor
405 104153586 11/5/2010 8:15 22 52 GMFloor
406 104153651 11/5/2010 8:22 22 426 GMFloor
407 104153572 11/5/2010 8:30 22 364 GMFloor
408 104153651 11/5/2010 8:38 22 129 GMFloor
409 104153572 11/5/2010 8:48 22 173 GMFloor
410 104153588 11/5/2010 9:00 22 335 GMFloor
411 104153588 11/5/2010 9:08 22 36 GMFloor
412 104153582 11/5/2010 9:14 22 317 GMFloor
413 104153588 11/5/2010 9:25 22 170 GMFloor
414 104153575 11/5/2010 12:30 15 176 GMSlde Slope-Floor
415 104153575 11/5/2010 12:50 20 147 GMSlde Slope-Floor
416 104153575 11/5/2010 13:05 22 141 GMSlde Slope-Floor
417 104153541 11/5/2010 13:17 22 129 GMSlde Slope-Floor
418 104153541 11/5/2010 13:27 22 85 GM Side Slope
419 104153541 11/5/2010 13:33 22 63 GM Side Slope
420 104153541 11/5/2010 13:40 22 39 GM Side Slope
421 104153541 11/5/2010 13:49 22 20 GM Side Slope
Tuesday, November 30, 2010 Page 14 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
422 104153584 11/6/2010 7:53 22 548 GMFloor
423 104153587 11/6/2010 8:02 22 558 GMFloor
424 104153592 11/6/2010 8:17 22 563 GMFloor
425 104153560 11/6/2010 8:28 22 560 GMFloor
426 104153620 11/6/2010 8:41 22 559 GMFloor
427 104153557 11/6/2010 8:53 22 559 GMFloor
428 103179689 11/6/2010 9:18 22 545 GMFloor
429 104153577 11/6/2010 9:29 22 559 GMFloor
430 104153576 11/6/2010 9:43 22 554 GMFloor
431 104153258 11/6/2010 10:19 22 555 GMFloor
432 104153244 11/6/2010 10:30 22 555 GMFloor
433 104153254 11/6/2010 10:50 22 553 GMFloor
434 104152990 11/6/2010 10:54 22 549 GMFloor
435 104153261 11/6/2010 13:17 22 550 GMFloor
436 104153239 11/6/2010 13:31 22 551 GMFloor
437 104153243 11/6/2010 13:52 22 551 GMFloor
438 104153264 11/6/2010 15:34 22 549 GMFloor
439 104153253 11/6/2010 15:50 22 544 GMFloor
440 104153257 11/6/2010 16:07 22 550 GMFloor
441 104153246 11/6/2010 16:54 22 471 GMFloor
442 104153246 11/6/2010 17:21 11 153 GMFloor
443 104153259 11/6/2010 17:33 22 519 GMFloor
444 104153251 11/6/2010 17:59 22 518 GMFloor
445 104153251 11/6/2010 18:05 22 53 GMFloor
446 104153247 11/7/2010 9:00 22 419 VHFloor
447 104153582 11/7/2010 11:00 22 239 VHFloor
448 104153247 11/7/2010 16:45 22 46 VHFloor
449 104153238 11/8/2010 7:25 22 369 GMFloor
450 104153238 11/8/2010 7:36 22 105 GMFloor
451 104152978 11/8/2010 7:43 22 174 GMFloor
Tuesday, November 30, 2010 Page 15 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
452 104153238 11/8/2010 7:52 22 56 GMFloor
453 104152978 11/8/2010 7:53 22 168 GMFloor
454 104152978 11/8/2010 8:09 22 117 GMFloor
455 104152978 11/8/2010 8:20 22 32 GMFloor
456 104152991 11/8/2010 8:30 16 89 GMFLOOR
457 104152991 11/8/2010 8:48 22 259 GMFloor
458 104152991 11/8/2010 8:55 22 240 GMFloor
459 104152981 11/8/2010 9:07 22 20 GMFloor
460 104152981 11/8/2010 9:11 22 256 GMFloor
461 104152981 11/8/2010 9:14 22 238 GMFloor
462 104153238 11/8/2010 9:20 22 12 GMFloor
463 104152977 11/8/2010 9:22 22 212 GMFloor
464 104152977 11/8/2010 9:08 22 207 GMFloor
465 104152977 11/8/2010 9:32 22 115 GMFloor
466 104152982 11/8/2010 9:51 22 79 GMFloor
467 104152982 11/8/2010 10:03 22 177 GMFloor
468 104152982 11/8/2010 10:09 22 116 GMFloor
469 104152982 11/8/2010 10:10 22 38 GMFloor
470 104152982 11/8/2010 10:19 22 117 GMFloor
471 104152969 11/8/2010 10:26 22 22 GMFloor
472 104152969 11/8/2010 10:32 22 121 GMFloor
473 104152969 11/8/2010 10:34 22 106 GMFloor
474 104152969 11/8/2010 10:40 22 92 GMFloor
475 104152969 11/8/2010 10:45 22 86 GMFloor
476 104152969 11/8/2010 10:56 22 59 GMFloor
477 104153247 11/8/2010 11:03 22 42 GMFloor
478 104153541 11/8/2010 11:13 22 26 GMFloor
479 104152987 11/8/2010 13:30 22 430 GMFloor
480 104152993 11/10/2010 17:00 3 195 VHFloor
481 104152993 11/10/2010 17:05 3 75 VHFloor
Tuesday, November 30, 2010 Page 16 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
482 104152993 11/10/2010 17:10 3 22 VHFloor
483 104152993 11/11/2010 13:00 3 43 VHACCESS ROAD CAP
484 104152993 11/11/2010 13:10 3 22 VHACCESS ROAD CAP
485 104152993 11/11/2010 13:20 3 42 VHACCESS ROAD CAP
486 104152993 11/11/2010 14:00 4 486 VHACCESS ROAD CAP
487 104152993 11/12/2010 8:00 4 66 VHACCESS ROAD CAP
488 104152986 11/12/2010 10:00 22 106 VHSIDE SLOPE
489 104152983 11/12/2010 10:15 22 104 VHSIDE SLOPE
490 104152983 11/12/2010 10:30 22 102 VHSIDE SLOPE
491 104152983 11/12/2010 10:40 22 100 VHSIDE SLOPE
492 104152983 11/12/2010 10:49 22 97 VHSIDE SLOPE
493 104152992 11/12/2010 10:55 22 96 VHSIDE SLOPE
494 104152992 11/12/2010 16:15 22 369 GMACCESS ROAD
495 104152987 11/12/2010 16:10 22 30 GMACCESS ROAD
496 104152987 11/12/2010 16:30 4 86 GMACCESS ROAD CAP
497 104152987 11/12/2010 16:33 9 127 GMACCESS ROAD CAP
498 104152987 11/12/2010 16:35 9 148 GMACCESS ROAD CAP
499 104152987 11/12/2010 16:51 2 25 VHACCESS ROAD CAP
500 104152987 11/12/2010 16:56 5 98 VHFLOOR-CAP
501 104152993 11/12/2010 0:30 5 150 VHFLOOR-CAP
502 104152993 11/12/2010 1:00 5 150 VHFLOOR-CAP
503 104153233 11/13/2010 13:50 22 272 GMFLOOR
504 104153233 11/13/2010 14:00 22 263 GMFLOOR
505 103179588 11/13/2010 14:10 22 91 GMON SLOPE
506 103179588 11/13/2010 14:15 22 89 GMON SLOPE
507 103179588 11/13/2010 14:20 22 89 GMON SLOPE
508 103179588 11/13/2010 14:25 22 90 GMON SLOPE
509 103179588 11/14/2010 7:40 3 37 GMACCESS ROAD CAP
510 103179588 11/13/2010 14:30 22 90 GMON SLOPE
511 103179588 11/14/2010 7:45 3 24 GMACCESS ROAD CAP
Tuesday, November 30, 2010 Page 17 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
512 103179588 11/14/2010 7:50 3 38 GMACCESS ROAD CAP
513 103179588 11/14/2010 7:55 3 59 GMACCESS ROAD CAP
514 103179588 11/14/2010 7:59 2 34 GMACCESS ROAD CAP
515 104155499 11/14/2010 8:30 22 255 GMFLOOR
516 104155499 11/14/2010 8:40 22 235 GMFLOOR
517 104152988 11/14/2010 8:15 22 206 GMFLOOR
518 104152992 11/14/2010 8:20 22 83 GMFLOOR
519 104152988 11/14/2010 8:00 22 347 GMFLOOR
520 104152989 11/14/2010 8:27 22 58 GMFLOOR
521 104152989 11/14/2010 10:00 22 49 GMFLOOR
522 104155496 11/14/2010 10:05 22 175 GMFLOOR
523 104155496 11/14/2010 10:10 22 212 GMFLOOR
524 104155496 11/15/2010 11:00 22 120 GMFLOOR
525 104155496 11/14/2010 11:05 22 40 GMFLOOR
526 104152992 11/14/2010 8:05 9 22 GMFLOOR
527 104155497 11/15/2010 9:51 22 39 GMFLOOR
528 104155497 11/15/2010 10:00 22 177 GMFLOOR
529 104155497 11/15/2010 10:04 22 102 GMON SLOPE
530 104155497 11/15/2010 10:20 22 100 GMFLOOR
531 104155497 11/15/2010 10:20 22 89 GMON SLOPE
533 104155490 11/16/2010 10:34 22 63 GMFLOOR
534 104155490 11/16/2010 10:38 22 104 GMON SLOPE
535 104155490 11/16/2010 10:45 22 149 GMFLOOR
536 104155490 11/16/2010 10:55 22 104 GMSIDE SLOPE
537 104155490 11/16/2010 13:00 22 104 GMON SLOPE
538 104152972 11/16/2010 13:30 22 104 GMON SLOPE
539 104152972 11/16/2010 13:35 22 104 GMON SLOPE
540 104152972 11/16/2010 13:40 22 104 GMON SLOPE
541 104152972 11/16/2010 14:35 22 135 GMFLOOR
542 104152972 11/16/2010 14:48 22 69 GMFLOOR
Tuesday, November 30, 2010 Page 18 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
543 104152979 11/16/2010 14:55 22 51 GMFLOOR
544 104152979 11/16/2010 15:00 22 106 GMFLOOR
545 104152979 11/16/2010 15:05 22 90 GMFLOOR
546 104152979 11/17/2010 8:04 22 96 GMON SLOPE
547 104152979 11/17/2010 8:10 22 96 GMON SLOPE
548 104153260 11/17/2010 8:40 22 442 GMFLOOR
549 104153260 11/17/2010 11:03 22 41 GMFLOOR
550 104152989 11/17/2010 11:05 22 44 GMFLOOR
551 104152989 11/17/2010 11:08 22 86 GMFLOOR
552 104152989 11/17/2010 13:38 22 93 GMON SLOPE
553 104152989 11/17/2010 13:42 22 95 GMON SLOPE
554 104152980 11/17/2010 14:10 22 96 GMON SLOPE
555 104152980 11/17/2010 14:17 22 85 GMON SLOPE
556 104152980 11/17/2010 14:38 22 64 GMON SLOPE
557 104152980 11/17/2010 14:57 22 43 GMON SLOPE
558 104155494 11/17/2010 15:00 22 22 GMON SLOPE
559 104152980 11/18/2010 8:15 22 137 GMON SLOPE
560 104152980 11/18/2010 10:00 22 135 GMON SLOPE
561 104155494 11/18/2010 15:09 22 130 GMON SLOPE
562 104155494 11/18/2010 15:13 22 128 GMON SLOPE
563 104155494 11/18/2010 15:20 22 84 GMON FLOOR
564 104155494 11/18/2010 15:24 22 104 GMON SLOPE
565 104155494 11/18/2010 15:27 22 61 GMON FLOOR
566 104155494 11/18/2010 15:35 22 21 GMON FLOOR
567 104155493 11/18/2010 16:04 22 132 GMON SLOPE
568 104155493 11/18/2010 16:10 22 104 GMON SLOPE
569 104155493 11/18/2010 16:21 22 29 GMFLOOR
570 104155493 11/18/2010 16:30 22 91 GMON FLOOR
571 104155493 11/18/2010 16:35 22 69 GMON SLOPE
572 104155493 11/18/2010 16:40 22 49 GMON SLOPE
Tuesday, November 30, 2010 Page 19 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]
Panel Batch-Roll Date Time Width
(ft.)
Length
(ft.)
QA IDPlacement/Location/Comments
Primary / Secondary: Primary Material Type: gml
Panel Placement Log
Series: 1
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
573 104155493 11/18/2010 16:55 22 30 GMON SLOPE
574 104153645 11/18/2010 4:55 7 20 GMON SLOPE
575 104155493 11/18/2010 17:05 14 27 GMON FLOOR
576 104155494 11/19/2010 7:30 2 19 GMON FLOOR
577 104153645 11/19/2010 9:00 5 103 VHSOUTH SLOPE
578 104153645 11/19/2010 10:20 5 40 VHFLOOR-CAP
579 104153645 11/19/2010 10:30 5 82 VHFLOOR-CAP
580 104153645 11/19/2010 10:40 5 48 VHFLOOR-CAP
1991306Approx. Area (sq. ft).Number of Panels: 578
Tuesday, November 30, 2010 Page 20 of 20
[Copyright ©2010 by Geosyntec Consultants, Inc]

Appendix F-5
Tensiometer Calibration

Appendix F-6
Trial Seam Logs

Appendix F-6A
Fusion Weld
Trial
Seam
No
Date Time Mach
ID
Oper ID Mat Desc
Wedge Speed Peel Shear Unit Result
QA
IDFusionTest Results
Trial Seam Log - Fusion
° Celsius ft./Min ppi/psi
Peel
In Out
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Tensiometer Description: T23
Peel Inside: 91
Peel Outside: 91
Shear: 120
psi
psi psiMaterial Type 1gml:
1-001 6/23/2010 2:00 54 LI S/S 850 5.0 119 133 VHppiP126
1-002 6/23/2010 2:30 10 MA S/S 850 5.5 113 124 VHppiP114
1-003 6/25/2010 8:15 54 LI S/S 850 5.0 128 133 VHppiP127
1-004 6/25/2010 8:40 13 PS S/S 850 5.0 127 142 VHppiP132
1-005 6/25/2010 10:30 13 PS S/S 850 5.0 124 134 VHppiP126
1-006 6/26/2010 9:33 54 LI S/S 850 4.55 136 148 VHppiP120
1-007 6/29/2010 7:38 54 LI S/S 850 4.55 126 156 CLppiP130
1-008 6/29/2010 12:45 54 LI S/S 850 4.55 120 147 CLppiP118
1-009 7/7/2010 8:00 10 MA S/S 850 5.5 132 140 CLppiP130
1-010 7/7/2010 8:20 54 LI S/S 850 4.55 130 145 CLppiP134
1-011 7/7/2010 12:50 54 LI S/S 850 4.55 103 147 CLppiP119
1-012 7/7/2010 12:40 10 MA S/S 850 5.0 110 144 CLppiP117
1-013 7/8/2010 13:30 10 MA S/S 850 5.0 120 143 CLppiP119
1-014 7/8/2010 13:40 54 LI S/S 850 4.55 114 144 CLppiP118
1-015 7/10/2010 12:42 54 LI S/S 850 4.55 126 138 CLppiP130
1-016 7/10/2010 12:38 10 MA S/S 850 5.0 110 151 CLppiP112
1-017 7/12/2010 12:50 54 LI S/S 850 4.55 111 148 CLppiP110
1-018 7/12/2010 13:00 10 MA S/S 850 5.0 112 149 CLppiP107
1-019 7/12/2010 16:00 18 LI S/S 850 8.0 116 145 CLppiP126
1-020 7/13/2010 8:00 54 LI S/S 850 4.44 130 160 CLppiP140
1-021 7/14/2010 13:15 10 MA S/S 850 5.0 114 141 CLppiP121
1-022 7/14/2010 13:30 18 LI S/S 850 7.0 121 141 CLppiP121
1-023 7/16/2010 12:29 54 LI S/S 850 4.44 125 135 CLppiP116
1-024 7/16/2010 12:30 10 MA S/S 850 5.0 126 141 CLppiP123
1-025 7/17/2010 7:20 54 LI S/S 850 4.44 123 141 VHppiP118
1-026 7/20/2010 16:10 54 LI S/S 850 4.44 114 133 CLppiP120
1-027 7/20/2010 16:00 10 MA S/S 850 5.0 125 138 CLppiP125
1-028 7/21/2010 12:20 54 LI S/S 850 4.44 116 146 CLppiP127
1-029 7/21/2010 12:15 10 BO S/S 860 4.5 127 146 CLppiP127
1-030 7/22/2010 6:50 10 MA S/S 850 5.0 131 150 CLppiP131
1-031 7/23/2010 9:50 54 LI S/S 850 4.44 118 140 CLppiP123
1-032 7/23/2010 10:32 10 MA S/S 850 5.0 117 138 CLppiP118
1-033 7/26/2010 12:50 10 MA S/S 850 5.0 129 143 CLppiP130
Monday, November 29, 2010 Page 1 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]
Trial
Seam
No
Date Time Mach
ID
Oper ID Mat Desc
Wedge Speed Peel Shear Unit Result
QA
IDFusionTest Results
Trial Seam Log - Fusion
° Celsius ft./Min ppi/psi
Peel
In Out
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Tensiometer Description: T23
Peel Inside: 91
Peel Outside: 91
Shear: 120
psi
psi psiMaterial Type 1gml:
1-034 7/26/2010 12:55 54 LI S/S 850 4.44 123 143 CLppiP127
1-035 7/27/2010 10:20 10 MA S/S 850 5.0 125 142 CLppiP124
1-036 7/27/2010 10:00 54 LI S/S 850 4.44 122 146 CLppiP122
1-037 7/27/2010 13:40 54 LI S/S 850 4.44 120 142 CLppiP123
1-038 7/27/2010 13:40 10 MA S/S 850 5.0 126 140 CLppiP128
1-039 7/28/2010 6:45 54 LI S/S 850 4.44 123 155 CLppiP148
1-040 7/28/2010 9:45 54 LI S/S 850 4.44 124 150 CLppiP135
1-041 7/28/2010 11:00 10 MA S/S 850 5.0 119 141 CLppiP114
1-042 7/30/2010 6:40 10 MA S/S 850 5.0 136 151 CLppiP135
1-043 7/30/2010 7:05 54 LI S/S 850 4.44 110 148 CLppiP134
1-044 7/30/2010 8:20 13 PS S/S 860 4.5 130 148 CLppiP131
1-045 7/30/2010 12:30 10 MA S/S 850 5.0 124 142 CLppiP125
1-046 7/30/2010 12:40 54 LI S/S 850 4.44 120 134 CLppiP122
1-047 7/31/2010 7:00 54 LI S/S 850 4.44 115 160 CLppiP132
1-048 8/17/2010 7:00 10 LI S/S 850 4.44 129 146 CLppiP132
1-049 8/17/2010 7:00 13 PS S/S 860 4.44 130 145 CLppiP132
1-050 8/17/2010 10:29 10 LI S/S 850 4.5 123 143 CLppiP125
1-051 8/17/2010 12:20 10 LI S/S 850 5.2 118 141 CLppiP124
1-052 8/17/2010 12:17 13 PS S/S 860 5.0 118 139 CLppiP122
1-053 8/17/2010 12:40 32 MA S/S 850 5.5 124 140 CLppiP126
1-054 8/18/2010 7:00 32 LI S/S 850 5.0 126 146 CLppiP130
1-055 8/19/2010 7:00 32 LI S/S 850 5.0 130 146 CLppiP135
1-056 8/19/2010 7:10 13 PS S/S 860 4.5 135 154 CLppiP135
1-057 8/19/2010 8:20 10 MA S/S 850 5.0 129 146 CLppiP129
1-058 8/19/2010 12:40 10 MA S/S 850 5.5 117 132 CLppiP128
1-059 8/19/2010 13:00 32 LI S/S 850 5.0 126 138 CLppiP128
1-060 8/19/2010 12:40 13 PS S/S 860 5.0 125 146 CLppiP125
1-061 8/20/2010 7:00 10 MA S/S 850 4.5 126 151 CLppiP138
1-062 8/21/2010 10:30 10 MA S/S 850 5.0 127 135 CLppiP130
1-063 8/21/2010 10:30 13 PS S/S 860 4.5 124 137 CLppiP127
1-064 8/21/2010 12:05 32 LI S/S 850 5.0 128 139 CLppiP124
1-065 8/21/2010 13:10 10 MA S/S 850 5.5 109 141 CLppiP104
1-066 8/21/2010 13:11 13 PS S/S 860 5.0 118 144 CLppiP120
Monday, November 29, 2010 Page 2 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]
Trial
Seam
No
Date Time Mach
ID
Oper ID Mat Desc
Wedge Speed Peel Shear Unit Result
QA
IDFusionTest Results
Trial Seam Log - Fusion
° Celsius ft./Min ppi/psi
Peel
In Out
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Tensiometer Description: T23
Peel Inside: 91
Peel Outside: 91
Shear: 120
psi
psi psiMaterial Type 1gml:
1-067 8/23/2010 9:25 32 MA S/S 850 5.0 116 155 CLppiP128
1-068 8/24/2010 11:30 10 MA S/S 850 5.5 113 152 CLppiP120
1-069 8/24/2010 11:15 13 PS S/S 860 5.0 115 152 CLppiP120
1-070 8/24/2010 15:30 13 PS S/S 860 5.0 110 146 CLppiP107
1-071 8/24/2010 16:20 10 MA S/S 850 5.5 118 140 CLppiP120
1-072 8/24/2010 16:15 32 LI S/S 850 5.0 128 143 CLppiP131
1-073 8/25/2010 7:00 10 MA S/S 850 5.5 123 149 CLppiP134
1-074 8/25/2010 7:00 32 LI S/S 850 5.0 130 152 CLppiP138
1-075 8/25/2010 7:35 13 PS S/S 860 4.5 125 145 CLppiP133
1-076 9/2/2010 6:50 13 PS S/S 860 4.5 144 186 JOppiP157
1-077 9/2/2010 7:15 32 LI S/S 850 5.0 130 174 JOppiP153
1-078 9/3/2010 12:25 13 PS S/S 860 5.0 119 151 JOppiP118
1-079 9/3/2010 12:30 32 LI S/S 850 5.0 111 156 JOppiP124
1-080 9/3/2010 12:30 10 MA S/S 850 5.0 126 150 JOppiP132
1-081 9/4/2010 11:40 10 MA S/S 850 5.5 122 133 JOppiP117
1-082 9/4/2010 12:00 13 PS S/S 860 5.0 114 138 JOppiP130
1-083 9/4/2010 12:05 32 LI S/S 850 5.0 130 148 JOppiP132
1-084 9/7/2010 7:40 10 MA S/S 850 5.0 139 154 JOppiP136
1-085 9/7/2010 7:40 32 LI S/S 850 5.0 124 138 JOppiP129
1-086 9/7/2010 7:40 13 PS S/S 860 4.5 115 136 JOppiP121
1-087 9/7/2010 13:15 13 PS S/S 860 4.5 125 144 JOppiP124
1-088 9/10/2010 8:50 32 LI S/S 850 5.0 134 163 VHppiP143
1-089 9/10/2010 8:40 13 PS S/S 860 4.5 124 172 VHppiP135
1-090 9/10/2010 15:00 13 PS S/S 860 5.0 123 142 VHppiP121
1-091 9/10/2010 15:10 32 LI S/S 850 5.0 126 140 VHppiP132
1-092 9/11/2010 7:15 13 PS S/S 860 4.5 125 158 VHppiP129
1-093 9/13/2010 12:00 13 PS S/S 860 5.0 101 141 VHppiP107
1-094 9/17/2010 9:00 10 MA S/S 850 5.5 126 144 VHppiP128
1-095 9/17/2010 9:00 32 LI S/S 850 5.0 133 145 VHppiP129
1-096 9/17/2010 9:00 13 PS S/S 860 4.5 136 149 VHppiP132
1-097 9/17/2010 12:15 13 PS S/S 860 4.5 118 153 VHppiP120
1-098 9/17/2010 12:17 32 LI S/S 850 5.0 126 144 VHppiP130
1-099 9/17/2010 12:20 10 MA S/S 850 5.5 130 141 VHppiP123
Monday, November 29, 2010 Page 3 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]
Trial
Seam
No
Date Time Mach
ID
Oper ID Mat Desc
Wedge Speed Peel Shear Unit Result
QA
IDFusionTest Results
Trial Seam Log - Fusion
° Celsius ft./Min ppi/psi
Peel
In Out
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Tensiometer Description: T23
Peel Inside: 91
Peel Outside: 91
Shear: 120
psi
psi psiMaterial Type 1gml:
1-100 9/13/2010 13:05 32 LI S/S 850 5.0 116 130 VHppiP117
1-101 9/16/2010 8:45 10 MA S/S 850 5.0 124 153 VHPPIP133
1-102 9/16/2010 9:00 13 PS S/S 860 4.5 126 140 VHPPIP129
1-103 9/17/2010 9:00 10 MA S/S 850 5.5 126 146 VHPPIP128
1-104 9/17/2010 9:00 32 LI S/S 850 5.0 130 145 VHPPIP129
1-105 9/17/2010 9:00 13 PS S/S 850 4.5 136 149 VHPPIP132
1-106 9/17/2010 12:15 13 PS S/S 850 5.0 118 153 VHPPIP120
1-107 9/17/2010 12:17 32 LI S/S 850 5.0 126 144 VHPPIP130
1-108 9/17/2010 12:20 10 MA S/S 850 5.5 130 141 VHPPIP123
1-109 9/20/2010 8:55 32 LI S/T 850 3.5 141 155 VHppiP138
1-110 9/20/2010 9:30 10 MA S/T 850 3.5 137 142 VHppiP129
1-111 9/20/2010 9:20 13 PS T/T 860 3.5 134 174 VHppiP141
1-112 9/21/2010 10:40 32 LI S/S 850 5.0 128 148 VHppiP132
1-113 9/21/2010 12:45 32 LI S/S 850 5.0 124 140 VHppiP129
1-114 9/21/2010 12:40 13 PS S/S 860 5.0 123 141 VHppiP131
1-115 9/21/2010 16:35 10 MA S/T 850 3.5 122 140 VHppiP126
1-116 9/21/2010 16:45 10 MA S/S 850 5.0 119 138 VHppiP124
1-117 9/21/2010 18:55 13 PS S/S 860 4.5 121 138 VHppiP115
1-118 9/21/2010 19:00 32 LI S/S 850 5.0 116 146 VHppiP114
1-119 9/21/2010 19:50 10 MA S/S 850 4.0 120 144 VHppiP120
1-120 10/1/2010 12:35 29 PS S/S 850 6.0 127 140 VHPPIP129
1-121 10/1/2010 12:40 10 MA S/S 850 5.5 130 143 VHPPIP118
1-122 10/1/2010 13:00 32 LI S/S 850 5.0 131 134 VHPPIP124
1-123 10/1/2010 15:40 10 MA S/T 850 4.0 115 149 VHPPIP121
1-124 10/1/2010 17:05 29 PS S/S 850 5.3 130 142 VHPPIP126
1-125 10/1/2010 17:15 32 LI S/T 850 3.5 122 149 VHPPIP121
1-126 10/2/2010 13:00 32 LI S/S 850 5.0 109 156 VHPPIP117
1-127 10/2/2010 13:10 10 MA S/S 850 5.5 125 148 VHPPIP122
1-128 10/2/2010 14:00 29 PS S/S 850 5.5 126 148 VHPPIP130
1-129 10/5/2010 8:00 10 MA S/S 850 5.0 129 151 VHPPIP134
1-130 10/5/2010 8:15 32 LI S/S 850 5.0 132 156 VHPPIP142
1-131 10/5/2010 8:07 29 PS S/S 850 5.5 136 158 VHPPIP136
1-132 10/5/2010 12:47 29 PS S/S 850 5.5 115 138 VHPPIP120
Monday, November 29, 2010 Page 4 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]
Trial
Seam
No
Date Time Mach
ID
Oper ID Mat Desc
Wedge Speed Peel Shear Unit Result
QA
IDFusionTest Results
Trial Seam Log - Fusion
° Celsius ft./Min ppi/psi
Peel
In Out
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Tensiometer Description: T23
Peel Inside: 91
Peel Outside: 91
Shear: 120
psi
psi psiMaterial Type 1gml:
1-133 10/5/2010 12:50 10 MA S/S 850 5.0 122 140 VHPPIP125
1-134 10/5/2010 12:55 32 LI S/S 850 5.0 125 137 VHPPIP131
1-135 10/8/2010 13:00 32 LI S/S 850 5.0 110 146 VHPPIP114
1-136 10/9/2010 8:00 32 LI S/S 850 5.0 142 157 CEPPIP134
1-137 10/9/2010 8:00 29 PS S/S 850 5.5 137 156 CEPPIP133
1-138 10/9/2010 8:20 10 MA S/S 850 5.0 132 150 CEPPIP136
1-139 10/9/2010 13:05 10 MA S/S 850 5.0 125 148 MCPPIP122
1-140 10/9/2010 13:10 29 PS S/S 850 5.5 128 146 MCPPIP126
1-141 10/9/2010 13:30 32 LI S/S 850 5.0 124 148 MCPPIP120
1-142 10/10/2010 7:35 10 MA S/S 850 5.0 136 160 CEPPIP139
1-143 10/11/2010 12:55 10 MA S/S 850 5.0 112 146 CEPPIP120
1-144 10/11/2010 12:56 29 PS S/S 850 5.5 130 137 CEPPIP127
1-145 10/11/2010 13:00 32 LI S/S 850 5.0 122 138 CEPPIP130
1-146 10/12/2010 9:30 29 PS S/S 850 5.5 132 143 MCPPIP121
1-147 10/12/2010 9:38 32 LI S/S 850 5.0 125 146 MCPPIP133
1-148 10/12/2010 9:40 10 MA S/S 850 5.0 127 144 MCPPIP128
1-149 10/12/2010 12:50 10 MA S/S 850 5.2 133 147 MCPPIP134
1-150 10/12/2010 13:00 29 PS S/S 850 5.5 132 147 MCPPIP130
1-151 10/12/2010 13:05 32 LI S/S 850 5.0 132 150 MCPPIP121
1-152 10/13/2010 7:40 29 PS S/S 850 5.0 124 159 MCPPIP134
1-153 10/13/2010 9:30 32 LI S/S 850 5.2 126 152 MCPPIP127
1-154 10/13/2010 9:30 10 MA S/S 850 5.5 132 149 MCPPIP118
1-155 10/13/2010 12:00 29 PS S/S 850 5.0 131 143 MCPPIP123
1-156 10/13/2010 12:00 32 LI S/S 850 5.0 114 138 MCPPIP117
1-157 10/13/2010 12:05 10 MA S/S 850 5.5 118 138 MCPPIP117
1-158 10/14/2010 10:00 29 PS S/S 850 5.0 125 139 MCPPIP128
1-159 10/14/2010 10:10 10 MA S/S 850 5.5 122 142 MCPPIP130
1-160 10/14/2010 10:25 32 LI S/S 850 5.0 116 150 MCPPIP108
1-161 10/14/2010 12:30 29 PS S/S 850 5.0 129 140 MCPPIP118
1-162 10/14/2010 12:30 10 MA S/S 850 5.5 118 141 MCPPIP122
1-163 10/14/2010 12:33 32 LI S/S 850 5.0 120 140 MCPPIP118
1-164 10/14/2010 13:38 13 LI S/S 850 5.0 107 142 MCPPIP104
1-165 10/15/2010 7:50 29 PS S/S 850 5.0 138 149 MCPPIP141
Monday, November 29, 2010 Page 5 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]
Trial
Seam
No
Date Time Mach
ID
Oper ID Mat Desc
Wedge Speed Peel Shear Unit Result
QA
IDFusionTest Results
Trial Seam Log - Fusion
° Celsius ft./Min ppi/psi
Peel
In Out
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Tensiometer Description: T23
Peel Inside: 91
Peel Outside: 91
Shear: 120
psi
psi psiMaterial Type 1gml:
1-166 10/16/2010 8:10 32 LI S/S 850 5.0 132 156 MCPPIP136
1-167 10/16/2010 8:15 10 MA S/S 850 5.0 132 154 MCPPIP131
1-168 10/16/2010 8:15 42 RC S/S 850 6.0 125 151 MCPPIP132
1-169 10/16/2010 8:30 29 PS S/S 850 5.0 132 152 MCPPIP137
1-170 10/16/2010 11:38 42 RC S/S 800 6.5 118 139 MCPPIP115
1-171 10/16/2010 12:00 32 LI S/S 850 5.0 118 141 MCPPIP112
1-172 10/16/2010 12:35 29 PS S/S 850 5.0 126 141 MCPPIP117
1-173 10/16/2010 12:40 10 MA S/S 850 5.5 125 142 MCPPIP116
1-174 10/18/2010 7:30 10 MA S/S 850 5.0 131 157 MCPPIP135
1-175 10/18/2010 7:35 32 LI S/S 850 5.0 133 159 MCPPIP118
1-176 10/18/2010 7:45 29 PS S/S 850 5.0 124 164 MCPPIP130
1-177 10/18/2010 12:45 29 PS S/S 850 5.0 118 141 MCPPIP132
1-178 10/18/2010 13:00 10 MA S/S 850 5.5 107 127 MCPPIP105
1-179 10/18/2010 13:08 32 LI S/S 850 5.0 119 140 MCPPIP118
1-180 10/19/2010 7:50 32 LI S/S 850 5.0 120 169 MCPPIP126
1-181 10/19/2010 7:58 29 PS S/S 850 5.0 126 162 MCPPIP129
1-182 10/19/2010 7:44 10 MA S/S 850 5.0 126 162 MCPPIP135
1-183 11/10/2010 11:15 29 PS S/S 850 4.5 127 152 MCPPIP133
1-184 11/10/2010 11:23 54 RF S/S 850 4.5 142 160 MCPPIP131
1-185 11/11/2010 10:31 54 RF S/S 850 4.5 126 163 MCPPIP123
1-186 11/11/2010 10:20 29 ML S/S 850 4.0 127 162 MCPPIP128
1-187 11/12/2010 9:14 54 RF S/S 850 4.5 136 155 MCPPIP137
1-188 11/16/2010 7:30 10 MA S/S 850 4.0 137 158 MCPPIP138
1-189 11/16/2010 7:45 29 PS S/S 850 4.0 128 160 MCPPIP129
1-190 11/16/2010 12:50 29 PS S/S 850 4.0 119 164 MCPPIP122
1-191 11/17/2010 7:30 10 MA S/S 850 4.0 122 162 MCPPIP122
1-192 11/17/2010 7:40 29 PS S/S 850 4.0 134 152 MCPPIP118
1-193 11/17/2010 12:50 29 PS S/S 850 4.0 119 163 MCPPIP124
1-194 11/17/2010 12:45 10 MA S/S 850 5.0 130 154 MCPPIP124
1-195 11/18/2010 7:40 10 MA S/S 850 4.5 122 160 MCPPIP133
1-196 11/18/2010 7:42 29 PS S/S 850 4.0 124 161 MCPPIP125
1-197 11/18/2010 12:55 29 PS S/S 850 4.0 117 162 MCPPIP118
1-198 11/18/2010 12:40 10 MA S/S 850 5.0 114 158 MCPPIP114
Monday, November 29, 2010 Page 6 of 6
[Copyright ©2010 by Geosyntec Consultants, Inc]
Trial
Seam
No
Date Time Mach
ID
Oper ID Mat Desc
Wedge Speed Peel Shear Unit Result
QA
IDFusionTest Results
Trial Seam Log - Fusion
° Celsius ft./Min ppi/psi
Peel
In Out
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Tensiometer Description: T23
Peel Inside: 91
Peel Outside: 91
Shear: 120
psi
psi psiMaterial Type 1gml:
1-001 7/19/2010 7:40 10 MA S/S 850 5 120 152 CLppiP113
1-002 7/19/2010 8:00 54 LI S/S 850 4.44 120 154 CLppiP116
1-003 7/20/2010 8:00 10 MA S/S 850 5 131 148 CLppiP132
1-004 7/20/2010 8:00 54 LI S/S 850 4.44 118 150 CLppiP135
1-005 7/22/2010 6:50 10 MA S/S 850 5 131 150 CLPPIP131
1-006 7/22/2010 7:01 54 LI S/S 850 4.44 121 150 CLPPIP130
1-007 8/9/2010 13:00 54 LI S/S 850 4.44 118 145 CLppiP135
1-008 8/10/2010 6:50 10 MA S/S 850 5 134 155 CLppiP136
1-009 8/10/2010 7:00 54 LI S/S 850 4.44 132 159 CLppiP131
1-010 8/10/2010 13:30 10 MA S/S 850 5 112 148 CLppiP108
1-011 8/10/2010 13:35 54 LI S/S 850 4.44 121 159 CLppiP110
1-012 8/11/2010 6:50 10 MA S/S 850 5 133 146 CLppiP132
1-013 8/11/2010 7:11 54 LI S/S 850 4.44 117 152 CLppiP127
1-014 8/11/2010 10:10 13 PS S/S 860 4.44 127 148 CLppiP126
1-015 8/11/2010 12:40 10 MA S/S 850 5 122 143 CLppiP123
1-016 8/11/2010 12:50 54 LI S/S 850 4.44 123 142 CLppiP131
1-017 8/11/2010 13:30 13 PS S/S 860 4.5 122 138 CLppiP119
1-018 8/12/2010 7:00 54 LI S/S 850 4.34 122 150 CLppiP134
1-019 8/13/2010 6:50 10 MA S/S 850 5 122 162 CLppiP122
1-020 8/13/2010 7:00 13 PS S/S 850 4.44 116 155 CLppiP132
1-021 8/13/2010 7:00 13 PS S/S 860 4.44 116 159 CLppiP118
1-022 8/13/2010 12:50 54 LI S/S 850 5 126 146 CLppiP125
1-023 8/13/2010 12:50 10 MA S/S 850 5 125 140 CLppiP132
1-024 8/13/2010 12:50 13 PS S/S 860 5 131 144 CLppiP137
1-025 8/14/2010 8:00 10 LI S/S 850 4.30 135 146 CLppiP128
1-026 8/30/2010 7:10 13 PS S/S 860 4.5 124 140 VHppiP131
1-027 8/30/2010 7:10 32 LI S/S 850 5.0 127 144 VHppiP136
1-028 8/30/2010 8:00 10 MA S/S 850 5.0 126 156 VHppiP124
1-029 8/30/2010 12:46 13 PS S/S 860 5.0 112 148 VHppiP122
1-030 8/30/2010 12:50 10 MA S/S 850 5.5 114 143 VHppiP118
1-031 8/30/2010 13:00 32 LI S/S 850 5.0 123 152 VHppiP121
1-032 8/31/2010 6:50 10 MA S/S 850 5.0 129 153 VHppiP132
1-033 8/31/2010 6:50 13 PS S/S 860 4.5 136 157 VHppiP137
Monday, November 29, 2010 Page 1 of 5
[Copyright ©2010 by Geosyntec Consultants, Inc]
Trial
Seam
No
Date Time Mach
ID
Oper ID Mat Desc
Wedge Speed Peel Shear Unit Result
QA
IDFusionTest Results
Trial Seam Log - Fusion
° Celsius ft./Min ppi/psi
Peel
In Out
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Tensiometer Description: T23
Peel Inside: 91
Peel Outside: 91
Shear: 120
psi
psi psiMaterial Type 1gml:
1-034 8/31/2010 7:00 32 LI S/S 850 5.0 127 145 VHppiP129
1-035 8/31/2010 12:50 10 MA S/S 850 5.5 121 147 VHppiP125
1-036 8/31/2010 12:50 13 PS S/S 860 5.0 138 154 VHppiP139
1-037 8/31/2010 13:14 32 LI S/S 850 5.0 129 144 VHppiP132
1-038 9/6/2010 7:15 32 LI S/S 850 5.0 119 137 JOppiP128
1-039 9/6/2010 7:15 13 PS S/S 860 4.5 126 152 JOppiP134
1-040 9/6/2010 7:20 10 MA S/S 850 5.0 124 143 JOppiP130
1-041 9/7/2010 7:40 10 MA S/S 850 5.0 139 154 JOppiP136
1-042 9/7/2010 7:40 32 LI S/S 850 5.0 124 138 JOppiP129
1-043 9/7/2010 7:40 13 PS S/S 860 4.5 115 136 JOppiP121
1-044 9/8/2010 7:10 32 LI S/S 850 5.0 124 142 VHppiP134
1-045 9/8/2010 7:10 10 MA S/S 850 5.0 130 144 VHppiP132
1-046 9/14/2010 1:00 13 PS S/S 860 4.5 129 148 VHppiP136
1-047 9/14/2010 12:55 10 MA S/S 850 5.5 130 148 VHppiP130
1-048 9/28/2010 7:20 29 PS S/S 850 5.3 130 134 VHppiP119
1-049 9/28/2010 8:00 32 LI S/S 850 5.0 116 140 VHppiP119
1-050 9/28/2010 8:08 10 MA S/S 850 5.0 127 134 VHppiP118
1-051 9/28/2010 12:50 29 PS S/S 850 6.0 110 132 VHppiP117
1-052 9/28/2010 12:55 10 MA S/S 850 5.5 122 145 VHppiP118
1-053 9/30/2010 13:00 10 MA T/T 850 3.5 132 160 VHppiP138
1-054 10/20/2010 8:00 10 MA S/S 850 5.0 128 149 MCPPIP142
1-055 10/20/2010 8:05 29 PS S/S 850 4.5 139 172 MCPPIP146
1-056 10/20/2010 8:14 32 LI S/S 850 5.0 136 164 MCPPIP143
1-057 10/20/2010 13:00 32 LI S/S 850 5.0 121 161 MCPPIP121
1-058 10/20/2010 13:10 29 PS S/S 850 5.0 107 170 MCPPIP110
1-059 10/20/2010 13:15 10 MA S/S 850 5.0 131 150 MCPPIP122
1-060 10/20/2010 13:20 10 MA S/T 850 5.0 129 152 MCPPIP121
1-061 10/24/2010 10:26 32 LI S/S 850 5.0 131 170 MCPPIP132
1-062 10/27/2010 13:22 32 LI S/S 850 3.5 147 166 MCPPIP141
1-063 10/28/2010 7:53 29 PS S/S 850 4.0 135 162 MCPPIP136
1-064 10/28/2010 7:50 10 MA S/S 850 4.3 128 150 MCPPIP129
1-065 10/28/2010 8:30 32 LI S/S 850 4.0 127 154 MCPPIP131
1-066 10/28/2010 12:45 10 MA S/S 850 5.0 118 132 MCPPIP122
Monday, November 29, 2010 Page 2 of 5
[Copyright ©2010 by Geosyntec Consultants, Inc]
Trial
Seam
No
Date Time Mach
ID
Oper ID Mat Desc
Wedge Speed Peel Shear Unit Result
QA
IDFusionTest Results
Trial Seam Log - Fusion
° Celsius ft./Min ppi/psi
Peel
In Out
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Tensiometer Description: T23
Peel Inside: 91
Peel Outside: 91
Shear: 120
psi
psi psiMaterial Type 1gml:
1-067 10/28/2010 13:08 32 LI S/S 850 4.4 129 138 MCPPIP122
1-068 10/28/2010 12:55 29 PS S/S 850 4.0 130 142 MCPPIP129
1-069 10/30/2010 7:40 29 PS S/S 850 4.0 114 162 MCPPIP111
1-070 10/30/2010 7:45 32 LI S/S 850 4.0 123 159 MCPPIP117
1-071 10/30/2010 7:50 10 MA S/S 850 4.3 136 159 MCPPIP133
1-072 10/30/2010 12:40 29 PS S/S 850 4.0 118 167 MCPPIP114
1-073 10/30/2010 12:45 10 MA S/S 850 5.0 119 150 MCPPIP122
1-074 10/30/2010 12:50 32 LI S/S 850 5.0 117 140 MCPPIP119
1-075 11/1/2010 8:08 32 LI S/S 850 4.8 132 158 MCPPIP130
1-076 11/1/2010 8:10 29 SC S/S 850 4.8 140 159 MCPPIP123
1-077 11/1/2010 9:40 10 MA S/S 850 5.0 110 156 MCPPIP114
1-078 11/1/2010 13:28 29 SC S/S 850 5.0 114 154 MCPPIP122
1-079 11/1/2010 13:30 32 LI S/S 850 5.0 122 153 MCPPIP116
1-080 11/1/2010 13:32 10 MA S/S 850 5.5 123 152 MCPPIP120
1-081 11/2/2010 8:00 29 PS S/S 850 4.0 137 173 MCPPIP127
1-082 11/2/2010 8:08 32 LI S/S 850 4.8 133 168 MCPPIP124
1-083 11/3/2010 13:00 29 PS S/T 850 3.5 136 146 MCPPIP133
1-084 11/3/2010 13:05 29 PS S/S 850 4.0 105 157 MCPPIP113
1-085 11/4/2010 8:00 10 MA S/S 850 4.0 136 153 MCPPIP130
1-086 11/4/2010 8:05 32 LI S/S 850 4.4 131 153 MCPPIP118
1-087 11/4/2010 8:10 29 PS S/S 850 4.0 128 168 MCPPIP127
1-088 11/4/2010 13:00 10 MA S/S 850 5.5 111 156 MCPPIP107
1-089 11/4/2010 13:04 29 PS S/S 850 4.0 112 148 MCPPIP121
1-090 11/4/2010 13:08 32 LI S/S 850 5.0 127 176 MCPPIP135
1-091 11/4/2010 14:05 54 ML S/S 850 4.5 126 154 MCPPIP122
1-092 11/5/2010 7:50 10 MA S/S 850 4.5 128 163 MCPPIP125
1-093 11/5/2010 7:45 29 PS S/S 850 4.0 130 162 MCPPIP126
1-094 11/5/2010 8:05 54 ML S/S 850 4.5 128 160 MCPPIP123
1-095 11/5/2010 12:50 10 MA S/T 850 3.5 129 159 MCPPIP119
1-096 11/5/2010 12:50 29 PS S/S 850 4.0 132 163 MCPPIP120
1-097 11/5/2010 12:55 10 MA S/S 850 5.5 129 157 MCPPIP126
1-098 11/5/2010 13:00 32 LI S/S 850 4.8 124 156 MCPPIP123
1-099 11/5/2010 12:50 54 ML S/S 850 4.5 124 152 MCPPIP122
Monday, November 29, 2010 Page 3 of 5
[Copyright ©2010 by Geosyntec Consultants, Inc]
Trial
Seam
No
Date Time Mach
ID
Oper ID Mat Desc
Wedge Speed Peel Shear Unit Result
QA
IDFusionTest Results
Trial Seam Log - Fusion
° Celsius ft./Min ppi/psi
Peel
In Out
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Tensiometer Description: T23
Peel Inside: 91
Peel Outside: 91
Shear: 120
psi
psi psiMaterial Type 1gml:
1-100 11/6/2010 7:50 10 MA S/S 850 4.5 128 164 MCPPIP126
1-101 11/6/2010 7:52 29 PS S/S 850 4.0 128 163 MCPPIP122
1-102 11/6/2010 8:08 32 LI S/S 850 4.4 130 162 MCPPIP127
1-103 11/6/2010 8:30 54 ML S/S 850 4.0 138 162 MCPPIP136
1-104 11/6/2010 10:55 54 RF S/S 850 4.5 124 148 MCPPIP132
1-105 11/6/2010 11:10 3233 ML S/S 400 16 122 163 MCPPIP120
1-106 11/6/2010 12:55 10 MA S/S 850 5.5 120 148 MCPPIP120
1-107 11/6/2010 13:00 29 PS S/S 850 5.2 130 160 MCPPIP134
1-108 11/6/2010 13:20 10 MA S/T 850 5.0 129 152 MCPPIP121
1-109 11/6/2010 13:32 32 LI S/S 850 5.0 125 145 MCPPIP121
1-110 11/6/2010 15:45 3233 ML S/S 410 16 115 146 MCPPIP117
1-111 11/6/2010 15:46 54 RF S/S 850 4.5 128 152 MCPPIP123
1-112 11/7/2010 8:20 3233 ML S/S 420 16 117 156 MCPPIP122
1-113 11/7/2010 8:25 54 RF S/S 850 4.5 125 162 MCPPIP120
1-114 11/7/2010 12:55 3233 ML S/S 420 16 114 153 MCPPIP118
1-115 11/7/2010 13:00 54 RF S/S 850 4.5 123 152 MCPPIP115
1-116 11/8/2010 7:45 3233 ML S/S 410 15 119 158 MCPPIP119
1-117 11/8/2010 7:30 29 PS S/S 850 4.0 141 170 MCPPIP141
1-118 11/8/2010 7:35 54 RF S/S 850 4.5 136 160 MCPPIP126
1-119 11/8/2010 7:38 10 LI S/S 850 4.5 136 176 MCPPIP130
1-120 11/8/2010 13:08 10 LI S/S 850 4.45 133 152 MCPPIP133
1-121 11/8/2010 12:50 54 RF S/S 850 4.5 132 134 MCPPIP131
1-122 11/8/2010 13:30 3233 ML S/S 410 15 124 160 MCPPIP122
1-123 11/10/2010 16:50 54 RF S/S 850 4.5 131 159 MCPPIP129
1-124 11/10/2010 16:45 29 PS S/S 850 4.0 135 161 MCPPIP126
1-125 11/11/2010 14:00 29 ML S/S 850 4.0 125 162 MCPPIP125
1-126 11/11/2010 15:30 54 RF S/S 850 4.5 126 156 MCPPIP122
1-127 11/12/2010 9:30 29 ML S/S 850 4.0 140 165 MCPPIP136
1-128 11/12/2010 13:15 10 LI S/S 850 4.4 134 152 MCPPIP133
1-129 11/12/2010 13:00 29 ML S/S 850 4.0 141 156 MCPPIP142
1-130 11/12/2010 12:57 54 RF S/S 850 4.5 145 153 MCPPIP144
1-131 11/12/2010 13:50 2502 RC S/S 430 6.5 120 156 MCPPIP123
1-132 11/13/2010 7:40 2502 RC S/S 430 6.0 132 158 MCPPIP136
Monday, November 29, 2010 Page 4 of 5
[Copyright ©2010 by Geosyntec Consultants, Inc]
Trial
Seam
No
Date Time Mach
ID
Oper ID Mat Desc
Wedge Speed Peel Shear Unit Result
QA
IDFusionTest Results
Trial Seam Log - Fusion
° Celsius ft./Min ppi/psi
Peel
In Out
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Tensiometer Description: T23
Peel Inside: 91
Peel Outside: 91
Shear: 120
psi
psi psiMaterial Type 1gml:
1-133 11/13/2010 8:25 29 ML S/S 850 4.0 136 155 MCPPIP140
1-134 11/13/2010 8:10 54 RF S/S 850 4.5 135 162 MCPPIP129
1-135 11/13/2010 11:53 54 RF S/S 850 4.5 132 162 MCPPIP133
1-136 11/13/2010 13:00 29 ML S/S 850 4.0 135 162 MCPPIP134
1-137 11/13/2010 12:50 2502 RC S/S 430 6.5 129 157 MCPPIP130
1-138 11/14/2010 7:50 54 RF S/S 850 4.5 110 149 MCPPIP123
1-139 11/14/2010 7:45 29 ML S/S 850 4.0 135 158 MCPPIP136
1-140 11/14/2010 10:00 10 RF S/S 860 4.0 134 153 MCPPIP132
1-141 11/15/2010 9:00 10 LI T/T 850 4.0 140 165 MCPPIP141
1-142 11/15/2010 8:20 29 ML S/S 850 4.0 128 156 MCPPIP133
1-143 11/15/2010 8:28 54 RF S/S 860 4.5 127 152 MCPPIP129
1-144 11/16/2010 7:30 10 MA S/S 850 4.0 137 158 MCPPIP138
1-145 11/16/2010 7:45 29 PS S/S 850 4.0 128 160 MCPPIP129
1-146 11/16/2010 12:40 10 MA S/S 850 5.0 130 162 MCPPIP121
1-147 11/16/2010 12:50 29 PS S/S 850 4.0 119 164 MCPPIP122
1-148 11/17/2010 7:30 10 MA S/S 850 4.0 122 162 MCPPIP122
1-149 11/17/2010 7:40 29 PS S/S 850 4.0 134 152 MCPPIP118
1-150 11/17/2010 12:50 29 PS S/S 850 4.0 119 163 MCPPIP124
1-151 11/17/2010 12:45 10 MA S/S 850 5.0 130 154 MCPPIP124
1-152 11/18/2010 7:40 10 MA S/S 850 4.5 122 160 MCPPIP133
1-153 11/18/2010 7:42 29 PS S/S 850 4.0 124 161 MCPPIP125
1-154 11/18/2010 12:55 29 PS S/S 850 4.0 117 162 MCPPIP118
1-155 11/18/2010 12:40 10 MA S/S 850 5.0 114 158 MCPPIP114
1-156 11/19/2010 7:30 29 PS S/S 850 4.0 139 157 MCPPIP121
1-157 11/19/2010 7:30 10 MA S/S 850 4.5 124 156 MCPPIP116
Monday, November 29, 2010 Page 5 of 5
[Copyright ©2010 by Geosyntec Consultants, Inc]

Appendix F-6B
Extrusion Weld
Date TimeTrial
Seam No
Mach
ID
Oper
ID
Mat
Desc Pre heat Barrel Peel Shear Unit Result
P/F
Retest
No
QA IDTest ResultsExtrusion
Trial Seam Log - Extrusion
° Celsius ° Celsius
ppi/psi
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Tensiometer Description: T23
Peel:78 Shear:120psi psiMaterial Type 1gml:
6/24/2010 14:351-001 75 LI S/S 400 300 113 120 VHPppi
6/30/2010 8:401-002 75 MA S/S 400 475 113 146 CLPppi
6/30/2010 13:001-003 75 MA S/S 400 450 108 152 CLPppi
7/1/2010 7:501-004 75 MA S/S 400 475 104 157 CLPppi
7/6/2010 13:251-005 75 MA S/S 400 460 116 154 CLPppi
7/7/2010 8:251-006 75 MA S/S 400 475 139 130 CLPppi
7/7/2010 13:101-007 75 MA S/S 400 460 132 134 CLPppi
7/8/2010 7:501-008 75 MA S/S 430 475 115 144 CLPppi
7/8/2010 15:401-009 75 MA S/S 450 465 132 136 CLPppi
7/9/2010 7:501-010 75 MA S/S 450 475 135 148 CLPppi
7/10/2010 13:001-011 75 MA S/S 450 475 135 138 CLPppi
7/12/2010 9:001-012 75 MA S/S 450 475 103 151 CLPppi
7/13/2010 7:401-013 75 MA S/S 450 475 132 154 CLPppi
7/13/2010 12:501-014 75 MA S/S 450 475 119 145 CLPppi
7/15/2010 7:451-015 75 MA S/S 450 475 104 160 CLPppi
7/15/2010 12:501-016 75 MA S/S 450 470 134 130 CLPppi
7/17/2010 7:401-017 75 MA S/S 475 450 97 132 VHPppi
7/21/2010 7:551-018 75 MA S/S 450 475 113 151 CLPppi
7/21/2010 12:101-019 75 MA S/S 450 475 133 139 CLPppi
7/22/2010 12:401-020 75 MA S/S 450 475 106 149 CLPppi
7/23/2010 8:501-021 75 MA S/S 450 475 109 163 CLPppi
7/23/2010 13:151-022 75 MA S/S 500 475 128 134 CLPppi
7/26/2010 8:001-023 75 MA S/S 450 475 109 145 CLPppi
7/26/2010 15:401-024 75 MA S/S 450 475 120 146 CLPppi
7/28/2010 7:001-025 75 MA S/S 450 475 123 150 CLPppi
7/28/2010 12:401-026 75 MA S/S 495 500 113 140 CLPppi
7/31/2010 7:001-027 75 MA S/S 450 475 118 156 CLPppi
8/9/2010 8:451-028 75 MA S/S 500 500 111 143 VHPppi
8/18/2010 7:001-029 75 MA S/S 500 500 120 138 CLPppi
8/20/2010 7:001-030 84 LI S/S 500 500 114 141 CLPppi
8/20/2010 7:301-031 75 MA S/S 500 500 117 142 CLPppi
8/20/2010 12:501-032 75 MA S/S 500 500 130 141 CLPppi
8/21/2010 7:001-033 84 LI S/S 500 500 117 138 CLPppi
Monday, November 29, 2010 Page 1 of 4
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date TimeTrial
Seam No
Mach
ID
Oper
ID
Mat
Desc Pre heat Barrel Peel Shear Unit Result
P/F
Retest
No
QA IDTest ResultsExtrusion
Trial Seam Log - Extrusion
° Celsius ° Celsius
ppi/psi
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Tensiometer Description: T23
Peel:78 Shear:120psi psiMaterial Type 1gml:
8/23/2010 9:091-034 84 LI S/S 500 500 107 146 CLPppi
8/23/2010 10:501-035 75 MA S/S 500 500 120 150 CLPppi
8/23/2010 12:501-036 75 MA S/S 450 500 118 134 CLPppi
8/23/2010 13:001-037 84 LI S/S 500 500 120 134 CLPppi
8/25/2010 10:201-038 75 MA S/S 500 500 105 150 CLPppi
8/25/2010 10:421-039 84 LI S/S 500 500 112 128 CLPppi
8/25/2010 12:401-040 75 MA S/S 450 500 120 136 CLPppi
8/25/2010 13:001-041 84 LI S/S 500 500 131 133 CLPppi
9/2/2010 13:001-042 75 MA S/S 500 500 143 160 JOPppi
9/3/2010 15:151-043 75 MA S/S 500 500 128 125 JOPppi
9/4/2010 6:501-044 75 MA S/S 500 550 110 133 JOPppi
9/6/2010 13:001-045 75 MA S/S 500 500 109 138 VHPppi
9/6/2010 13:001-046 84 LI S/S 500 500 141 154 VHPppi
9/7/2010 13:331-047 75 MA S/S 500 500 111 134 JOPppi
9/7/2010 13:201-048 84 LI S/S 500 500 117 128 JOPppi
9/10/2010 12:301-049 75 MA S/S 450 500 105 144 JOPppi
9/11/2010 7:001-050 75 MA S/S 500 500 116 158 VHPppi
9/13/2010 13:001-051 75 MA S/S 500 550 104 142 VHPppi
9/14/2010 7:151-052 84 LI S/S 500 500 105 161 VHPppi
9/14/2010 12:551-053 84 LI S/S 500 500 117 150 VHPppi
9/13/2010 15:001-054 84 LI S/S 450 500 97 134 VHPppi
9/16/2010 13:151-055 84 LI S/S 500 530 129 136 VHPppi
9/18/2010 7:471-056 84 LI S/S 500 530 100 145 VHPppi
9/18/2010 7:501-057 75 MA S/S 500 500 101 149 VHPppi
9/20/2010 11:271-058 84 LI S/T 500 530 134 142 VHPppi
9/20/2010 11:351-059 84 LI S/T 500 530 130 162 VHPppi
9/21/2010 10:501-060 75 MA S/T 500 550 150 154 VHPppi
9/21/2010 11:001-061 75 MA S/S 500 550 132 146 VHPppi
9/24/2010 13:001-062 84 LI S/S 500 530 126 134 VHPppi
9/25/2010 7:301-063 84 LI S/S 500 530 110 148 VHPppi
9/25/2010 8:001-064 75 MA S/S 500 500 110 150 VHPppi
9/27/2010 9:451-065 84 LI S/S 500 530 106 138 VHPppi
9/28/2010 16:001-066 84 LI S/T 500 530 94 144 VHPppi
Monday, November 29, 2010 Page 2 of 4
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date TimeTrial
Seam No
Mach
ID
Oper
ID
Mat
Desc Pre heat Barrel Peel Shear Unit Result
P/F
Retest
No
QA IDTest ResultsExtrusion
Trial Seam Log - Extrusion
° Celsius ° Celsius
ppi/psi
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Tensiometer Description: T23
Peel:78 Shear:120psi psiMaterial Type 1gml:
9/29/2010 7:301-067 84 LI S/T 500 530 142 151 VHPppi
9/30/2010 9:501-068 84 LI S/S 500 600 133 138 VHPppi
9/30/2010 15:101-069 75 MA S/S 500 500 134 149 VHPppi
10/1/2010 7:401-070 75 MA S/T 500 550 134 142 VHPppi
10/1/2010 15:001-071 75 MA S/T 500 500 136 138 VHPppi
10/2/2010 8:001-072 75 MA S/S 500 500 103 142 VHPppi
10/2/2010 8:001-073 84 LI S/T 500 530 149 150 VHPppi
10/2/2010 13:051-074 84 FV S/T 500 550 126 156 VHPppi
10/2/2010 13:101-075 84 FV S/S 500 550 125 143 VHPppi
10/2/2010 17:001-076 84 FV S/S 500 550 112 151 VHPppi
10/3/2010 19:451-077 84 LI S/S 500 500 112 148 VHPppi
10/3/2010 20:001-078 75 MA S/S 500 550 134 135 VHPppi
10/6/2010 12:501-079 75 MA S/S 500 500 126 142 VHPPPI
10/7/2010 7:501-080 75 MA S/S 500 500 122 151 VHPPPI
10/7/2010 8:101-081 84 LI S/S 500 550 143 148 VHPPPI
10/8/2010 16:451-082 75 RC S/S 550 550 108 134 VHPPPI
10/9/2010 7:551-083 75 RC S/S 550 550 112 146 CEPPPI
10/9/2010 12:301-084 75 RC S/S 500 550 126 148 CEPPPI
10/10/2010 7:451-085 75 RC S/S 550 550 128 162 CEPPPI
10/10/2010 8:001-086 84 LI S/S 550 550 136 152 CEPPPI
10/11/2010 8:001-087 75 RC S/S 550 550 106 140 CEPPPI
10/11/2010 13:001-088 84 RC S/S 550 530 134 136 CEPPPI
10/12/2010 7:431-089 84 RC S/S 550 550 140 144 MCPPPI
10/12/2010 13:001-090 84 RC S/S 550 500 114 162 MCPPPI
10/13/2010 7:501-091 84 RC S/S 500 550 104 164 MCPPPI
10/13/2010 12:001-092 84 RC S/S 500 550 99 136 MCPPPI
10/14/2010 7:451-093 84 RC S/S 530 550 112 154 MCPPPI
10/14/2010 12:401-094 84 RC S/S 500 530 102 142 MCPPPI
10/15/2010 7:501-095 84 RC S/S 550 530 111 161 MCPPPI
10/15/2010 13:301-096 84 RC S/S 500 530 94 134 MCPPPI
10/17/2010 8:101-099 75 MA S/S 500 500 109 141 MCPPPI
10/17/2010 7:401-100 84 RC S/S 550 530 106 140 MCPPPI
10/18/2010 8:001-101 84 RC S/S 500 500 120 154 MCPPPI
Monday, November 29, 2010 Page 3 of 4
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date TimeTrial
Seam No
Mach
ID
Oper
ID
Mat
Desc Pre heat Barrel Peel Shear Unit Result
P/F
Retest
No
QA IDTest ResultsExtrusion
Trial Seam Log - Extrusion
° Celsius ° Celsius
ppi/psi
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Tensiometer Description: T23
Peel:78 Shear:120psi psiMaterial Type 1gml:
10/18/2010 12:521-102 84 RC S/S 550 500 112 133 MCPPPI
10/19/2010 7:351-103 84 RC S/S 550 500 127 164 MCPPPI
10/19/2010 12:001-104 84 RC S/S 530 500 137 157 MCPPPI
10/19/2010 13:001-105 75 MA S/S 500 500 104 144 MCPPPI
10/20/2010 7:501-106 84 RC S/S 550 500 113 152 MCPPPI
10/20/2010 12:001-107 84 RA S/S 550 500 126 148 MCPPPI
10/24/2010 8:001-108 84 LI S/S 530 350 150 156 MCPPPI
10/24/2010 8:051-109 75 MA S/S 500 500 128 160 MCPPPI
11/2/2010 13:001-110 75 MA S/S 500 500 113 153 MCPPPI
11/2/2010 13:081-111 84 LI S/S 530 550 133 156 MCPPPI
11/3/2010 8:001-112 84 LI S/S 550 530 130 162 MCPPPI
11/3/2010 15:001-113 84 LI S/S 550 530 107 161 MCPPPI
11/10/2010 13:351-114 84 JO S/S 550 550 110 159 MCPPPI
11/10/2010 14:521-115 3936 GS S/S 275 280 121 159 MCPPPI
11/11/2010 12:451-116 84 LI S/S 550 550 110 159 MCPPPI
11/11/2010 13:181-117 3936 GS S/S 275 280 132 161 MCPPPI
11/12/2010 12:551-118 3936 GS S/S 275 280 130 157 MCPPPI
11/13/2010 7:431-119 3936 GS S/S 285 280 125 163 MCPPPI
11/16/2010 8:051-120 3936 GS S/S 280 280 124 147 MCPPPI
11/16/2010 13:001-121 3936 GS S/S 280 280 128 156 MCPPPI
11/17/2010 7:501-122 3936 GS S/S 275 280 131 156 MCPPPI
11/17/2010 13:001-123 3936 GS S/S 275 280 125 158 MCPPPI
11/18/2010 7:421-124 3936 GS S/S 280 280 115 149 MCPPPI
11/18/2010 13:001-125 3936 GS S/S 280 280 106 147 MCPPPI
11/23/2010 12:501-126 3936 GS S/S 280 280 131 154 MCPPPI
Monday, November 29, 2010 Page 4 of 4
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date TimeTrial
Seam No
Mach
ID
Oper
ID
Mat
Desc Pre heat Barrel Peel Shear Unit Result
P/F
Retest
No
QA IDTest ResultsExtrusion
Trial Seam Log - Extrusion
° Celsius ° Celsius
ppi/psi
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Tensiometer Description: T23
Peel:78 Shear:120psi psiMaterial Type 1gml:
7/21/2010 7:551-001 75 MA S/S 450 475 113 151 CLPPPI
7/21/2010 12:101-002 75 MA S/S 450 475 133 139 CLPPPI
7/22/2010 10:001-003 75 MA S/S 450 475 113 132 CLPPPI
7/22/2010 12:401-004 75 MA S/S 450 475 106 149 CLPPPI
7/23/2010 8:501-005 75 MA S/S 450 475 109 163 CLPPPI
8/12/2010 7:001-006 75 MA S/S 500 500 146 147 CLPPPI
8/12/2010 7:451-007 84 BO S/S 500 525 108 162 CLPPPI
8/12/2010 13:151-008 84 LI S/S 500 525 136 138 CLPPPI
8/12/2010 13:201-009 75 MA S/S 450 500 129 144 CLPPPI
8/13/2010 7:031-010 75 MA S/S 500 500 132 145 CLPPPI
8/14/2010 6:501-011 75 MA S/S 500 500 147 148 CLPPPI
8/14/2010 8:551-012 84 BO S/S 500 525 124 133 CLPPPI
8/18/2010 7:001-013 75 MA S/S 500 500 120 138 CLPPPI
8/20/2010 7:001-014 84 LI S/S 500 500 114 141 CLPPPI
8/20/2010 13:001-015 84 LI S/S 500 500 123 154 CLPPPI
9/8/2010 9:551-016 84 LI S/S 500 500 119 138 VHPPPI
9/8/2010 10:001-017 75 MA S/S 500 500 122 140 VHPPPI
9/8/2010 13:201-018 84 LI S/S 500 500 124 137 VHPPPI
9/8/2010 13:201-019 75 MA S/S 450 500 121 154 VHPPPI
9/9/2010 7:101-020 84 LI S/S 500 500 135 150 VHPPPI
9/9/2010 7:301-021 75 MA S/S 500 500 121 142 VHPPPI
9/9/2010 12:501-022 84 LI S/S 450 500 132 143 VHPPPI
9/9/2010 13:001-023 75 MA S/S 500 500 131 140 VHPPPI
9/13/2010 8:401-024 84 MA S/S 500 500 126 140 VHPPPI
9/15/2010 7:201-025 75 MA T/T 500 500 129 150 VHPPPI
9/28/2010 14:151-026 75 MA S/S 500 500 130 150 VHPPPI
9/29/2010 7:501-027 75 MA S/S 500 550 117 160 VHPPPI
9/30/2010 15:001-028 75 MA T/T 500 550 130 157 VHPPPI
10/1/2010 7:401-029 75 MA S/T 550 500 134 142 VHPPPI
10/20/2010 12:001-030 84 RA S/S 550 500 126 148 MCPPPI
10/24/2010 8:001-031 84 LI S/S 530 350 150 156 MCPPPI
10/24/2010 8:051-032 75 MA S/S 500 500 115 160 MCPPPI
10/25/2010 7:501-033 75 MA S/S 550 550 117 143 MCPPPI
Monday, November 29, 2010 Page 1 of 3
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date TimeTrial
Seam No
Mach
ID
Oper
ID
Mat
Desc Pre heat Barrel Peel Shear Unit Result
P/F
Retest
No
QA IDTest ResultsExtrusion
Trial Seam Log - Extrusion
° Celsius ° Celsius
ppi/psi
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Tensiometer Description: T23
Peel:78 Shear:120psi psiMaterial Type 1gml:
10/26/2010 8:001-034 75 MA S/S 550 550 129 137 MCPPPI
10/27/2010 13:001-035 75 MA S/S 550 500 117 142 MCPPPI
10/29/2010 8:001-036 75 MA S/S 550 550 111 156 MCPPPI
10/29/2010 13:001-037 75 MA S/S 500 500 130 136 MCPPPI
10/31/2010 8:301-038 84 LI S/S 550 530 117 162 MCPPPI
10/31/2010 8:351-039 75 MA S/S 550 500 144 147 MCPPPI
11/1/2010 8:201-040 75 MA S/S 500 500 116 149 MCPPPI
11/2/2010 7:451-041 75 MA S/S 550 550 101 170 MCPPPI
11/2/2010 13:001-042 75 MA S/S 500 500 113 153 MCPPPI
11/2/2010 13:081-043 84 LI S/S 530 550 133 156 MCPPPI
11/3/2010 8:001-044 84 LI S/S 550 530 130 162 MCPPPI
11/3/2010 7:451-045 75 MA S/S 550 550 101 161 MCPPPI
11/3/2010 12:451-046 75 MA S/S 500 500 119 156 MCPPPI
11/3/2010 15:001-047 84 LI S/S 550 530 107 161 MCPPPI
11/5/2010 14:401-048 75 MA S/S 500 500 106 144 MCPPPI
11/5/2010 15:051-049 84 LI S/T 530 550 148 163 MCPPPI
11/5/2010 15:081-050 84 LI S/S 530 550 144 156 MCPPPI
11/7/2010 8:151-051 75 MA S/S 500 550 117 154 MCPPPI
11/7/2010 8:081-052 84 LI S/S 530 550 148 152 MCPPPI
11/7/2010 12:501-053 75 MA S/S 500 500 136 162 MCPPPI
11/7/2010 13:201-054 84 LI S/S 530 550 130 166 MCPPPI
11/7/2010 13:151-055 84 LI S/T 530 550 129 156 MCPPPI
11/8/2010 7:251-056 75 MA S/S 500 550 116 163 MCPPPI
11/8/2010 10:551-057 84 MA S/S 500 550 128 161 MCPPPI
11/8/2010 14:431-058 75 LI S/S 500 500 125 152 MCPPPI
11/9/2010 7:481-059 84 LI S/S 550 550 142 161 MCPPPI
11/9/2010 8:401-060 3936 LL S/S 275 200 140 162 MCPPPI
11/9/2010 13:151-061 84 LI S/S 550 550 120 154 MCPPPI
11/9/2010 13:161-062 3936 LL S/S 275 200 132 164 MCPPPI
11/10/2010 13:351-063 84 JO S/S 550 550 110 159 MCPPPI
11/10/2010 14:521-064 3936 GS S/S 275 280 121 159 MCPPPI
11/11/2010 7:151-065 84 LI S/S 550 550 130 159 MCPPPI
11/11/2010 12:451-066 84 LI S/S 550 550 110 159 MCPPPI
Monday, November 29, 2010 Page 2 of 3
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date TimeTrial
Seam No
Mach
ID
Oper
ID
Mat
Desc Pre heat Barrel Peel Shear Unit Result
P/F
Retest
No
QA IDTest ResultsExtrusion
Trial Seam Log - Extrusion
° Celsius ° Celsius
ppi/psi
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Tensiometer Description: T23
Peel:78 Shear:120psi psiMaterial Type 1gml:
11/12/2010 7:301-067 84 LI S/S 550 550 128 166 MCPPPI
11/12/2010 10:001-068 75 BO T/T 550 550 122 162 MCPPPI
11/12/2010 12:551-069 3936 GS S/S 275 280 130 157 MCPPPI
11/12/2010 13:001-070 75 BO T/T 550 550 126 160 MCPPPI
11/12/2010 13:001-071 84 LI S/S 550 550 127 160 MCPPPI
11/13/2010 7:431-072 3936 GS S/S 285 280 125 163 MCPPPI
11/13/2010 7:211-073 84 LI S/S 550 550 136 155 MCPPPI
11/13/2010 9:011-074 75 JO S/S 500 550 138 161 MCPPPI
11/13/2010 13:071-075 3936 GS S/S 285 280 124 166 MCPPPI
11/13/2010 13:201-076 84 LI S/S 550 550 151 165 MCPPPI
11/13/2010 12:451-077 75 JO S/S 550 550 142 167 MCPPPI
11/14/2010 8:011-078 3936 GS S/S 275 280 143 164 MCPPPI
11/15/2010 10:001-079 84 LI S/T 550 550 152 158 MCPPPI
11/15/2010 7:411-080 84 LI S/S 550 550 131 162 MCPPPI
11/15/2010 7:571-081 3936 GS S/S 275 280 132 162 MCPPPI
11/16/2010 7:411-082 84 LI S/T 550 550 133 159 MCPPPI
11/16/2010 7:361-083 84 LI S/S 550 550 132 161 MCPPPI
11/16/2010 12:501-084 84 LI S/T 550 550 136 162 MCPPPI
11/16/2010 13:001-085 3936 GS S/S 280 280 128 156 MCPPPI
11/17/2010 7:301-086 84 LI S/T 550 550 117 152 MCPPPI
11/17/2010 7:501-087 3936 GS S/S 275 280 131 156 MCPPPI
11/17/2010 13:001-088 84 LI S/T 550 550 122 163 MCPPPI
11/17/2010 13:001-089 3936 GS S/S 275 280 125 158 MCPPPI
11/18/2010 7:421-090 3936 GS S/S 280 280 115 149 MCPPPI
11/18/2010 8:181-091 84 LI S/S 550 550 135 162 MCPPPI
11/19/2010 7:461-092 3936 GS S/S 280 280 119 166 MCPPPI
11/19/2010 12:501-093 3936 GS S/S 280 280 132 164 MCPPPI
11/19/2010 12:451-094 75 MA S/S 500 500 129 157 MCPPPI
11/22/2010 12:401-095 84 LI S/S 550 550 132 161 MCPPPI
11/23/2010 12:501-096 3936 GS S/S 280 280 131 154 MCPPPI
11/26/2010 8:001-097 84 LI S/S 550 550 134 166 MCPPPI
Monday, November 29, 2010 Page 3 of 3
[Copyright ©2010 by Geosyntec Consultants, Inc]

Appendix F-7
Production Seaming Logs
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
6/23/2010 1-002-003-000-11414:24 54 LI 114 VH 0-114 30/30 MA AT VHPF8505.0
6/23/2010 1-001-002-000-11414:45 10 MA 114 VH 0-114 30/30 MA AT VHPF8505.5
6/25/2010 1-003-004-000-1149:30 54 LI 114 CL 0-114 30/30 CB AT CLPF8505.0
6/25/2010 1-004-005-000-11210:10 54 LI 112 CL 0-112 30/30 CB AT CLPF8505.0
6/25/2010 1-005-006-000-01210:50 54 LI 12 CL 0-12 PATCH & VT CB AT CLFF8505.0
6/25/2010 1-005-006-012-11410:52 54 LI 102 CL 12-114 30/30 CB AT CLPF8505.0
6/25/2010 1-006-007-000-11411:17 13 PS 114 CL 0-114 30/30 CB AT CLPF8505.0
6/25/2010 1-007-008-000-03611:40 54 LI 36 CL 0-36 PATCH & VT CB AT CLFF8505.0
6/25/2010 1-008-009-000-08611:40 13 PS 86 CL 0-114 30/30 CB AT CLPF8505.0
6/25/2010 1-007-008-041-10611:48 54 LI 65 CL 41-106 30/30 CB AT CLPF8505.0
6/25/2010 1-008-009-086-09611:48 13 PS 10 CL 86-96 30/30 CB AT CLPF8505.0
6/25/2010 1-008-009-096-10411:50 13 PS 8 CL 96-104 30/30 CB AT CLPF8505.0
6/25/2010 1-008-009-104-11411:52 13 PS 10 CL 104-114 30/30 CB AT CLPF8505.0
6/25/2010 1-007-008-106-11411:59 54 LI 8 CL 106-114 30/30 CB AT CLPF8505.0
6/26/2010 1-009-010-000-11410:20 54 LI 114 CL 0-114 30/30 JA AT CLPF8505.0
6/26/2010 1-010-011-000-11410:50 54 LI 114 CL 0-114 30/30 JA AT CLPF8505.0
Wednesday, December 01, 2010 Page 1 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
6/26/2010 1-011-012-000-11411:20 54 LI 114 CL 0-114 30/30 JA AT CLPF8505.0
6/26/2010 1-012-013-000-11411:45 54 LI 114 CL 0-114 30/30 JA AT CLPF8505.0
6/29/2010 1-013-014-000-1129:26 54 LI 112 CL 0-112 30/30 JA AT CLPF8504.55
6/29/2010 1-014-015-000-11210:02 54 LI 112 CL 0-112 30/30 JA AT CLPF8504.55
6/29/2010 1-015-016-000-11410:40 54 LI 114 CL 0-114 30/30 JA AT CLPF8504.55
6/29/2010 1-016-017-000-11411:09 54 LI 114 CL 0-114 30/30 JA AT CLPF8504.55
6/29/2010 1-017-018-000-00611:37 54 LI 6 CL 0-6 PATCH & VT JA AT CLFF8504.55
6/29/2010 1-017-018-006-10811:40 54 LI 102 CL 6-108 30/30 JA AT CLPF8504.55
6/29/2010 1-017-018-108-11411:55 54 LI 6 CL 108-114 30/30 JA AT CLPF8504.55
6/29/2010 1-018-019-000-11413:45 54 LI 114 CL 0-114 30/30 JA AT CLPF8504.55
6/29/2010 1-019-020-000-11414:16 54 LI 114 CL 0-114 30/30 JA AT CLPF8504.55
6/29/2010 1-020-021-000-11214:45 54 LI 112 CL 0-112 30/30 JA AT CLPF8504.55
6/29/2010 1-021-022-000-11215:23 54 LI 112 CL 0-112 30/30 JA AT CLPF8504.55
7/7/2010 1-022-023-000-1189:50 10 MA 118 CL 0-118 30/30 JA AT CLPF8505.5
7/7/2010 1-023-024-000-11610:15 10 MA 116 CL 0-116 30/30 JA AT CLPF8505.5
7/7/2010 1-024-025-000-11710:55 10 MA 117 CL 0-117 30/30 CB AT CLPF8505.5
Wednesday, December 01, 2010 Page 2 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/7/2010 1-025-026-000-10311:20 10 MA 103 CL 0-103 30/30 CB AT CLPF8505.5
7/7/2010 1-028-029-000-03311:35 54 LI 33 CL 0-33 30/30 CB AT CLPF8504.55
7/7/2010 1-026-027-000-07911:44 10 MA 79 CL 0-79 30/30 CB AT CLPF8505.5
7/7/2010 1-027-028-000-05611:55 54 LI 56 CL 0-56 30/30 CB AT CLPF8504.55
7/7/2010 1-030-031-000-11013:25 10 MA 110 CL 0-110 30/30 JA AT CLPF8505.5
7/7/2010 1-031-032-000-08313:40 54 LI 83 CL 0-83 30/30 JA AT CLPF8504.55
7/7/2010 1-032-033-000-06114:00 10 MA 61 CL 0-61 30/30 JA AT CLPF8505.5
7/7/2010 1-033-034-000-02514:12 54 LI 25 CL 0-25 30/30 JA AT CLPF8504.55
7/7/2010 1-029-034-000-01715:16 54 LI 17 CL 0-17 30/30 JA AT CLPF8504.55
7/7/2010 1-029-033-000-00815:24 54 LI 8 CL 0-8 30/30 JA AT CLPF8504.55
7/7/2010 1-028-033-000-02615:28 54 LI 26 CL 0-26 30/30 JA AT CLPF8504.55
7/7/2010 1-027-033-000-00415:34 54 LI 4 CL 0-4 PATCH & VT N/A N/A CLN/AF8504.55
7/7/2010 1-027-032-000-02715:36 54 LI 27 CL 0-27 30/30 JA AT CLPF8504.55
7/7/2010 1-026-032-000-00415:42 54 LI 4 CL 0-4 30/30 JA AT CLPF8504.55
7/7/2010 1-026-031-000-02615:44 54 LI 26 CL 0-26 30/30 JA AT CLPF8504.55
7/7/2010 1-025-031-000-01015:50 54 LI 10 CL 0-10 30/30 JA AT CLPF8504.55
Wednesday, December 01, 2010 Page 3 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/7/2010 1-025-030-000-00515:55 54 LI 5 CL 0-5 30/30 JA AT CLPF8504.55
7/7/2010 1-025-030-005-01615:57 54 LI 11 CL 5-16 30/30 JA AT CLPF8504.55
7/8/2010 1-030-035-000-11614:15 54 LI 116 CL 0-116 30/30 JA AT CLPF8504.55
7/8/2010 1-035-036-000-11914:20 10 MA 119 CL 0-119 30/30 JA AT CLPF8505.0
7/8/2010 1-036-037-000-11615:00 54 LI 116 CL 0-116 30/30 JA AT CLPF8504.55
7/8/2010 1-037-038-000-11615:00 10 MA 116 CL 0-116 30/30 JA AT CLPF8505.0
7/10/2010 1-024-039-000-02214:00 54 LI 22 CL 0-22 30/30 JA AT CLPF8504.55
7/10/2010 1-023-039-000-02214:05 54 LI 22 CL 0-22 30/30 JA AT CLPF8504.55
7/10/2010 1-022-039-000-02214:08 54 LI 22 CL 0-22 30/30 JA AT CLPF8504.55
7/10/2010 1-013-039-000-02214:10 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/10/2010 1-021-039-000-02214:12 54 LI 22 CL 0-22 30/30 JA AT CLPF8504.55
7/10/2010 1-012-039-000-02214:15 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/10/2010 1-020-039-000-02214:16 54 LI 22 CL 0-22 30/30 JA AT CLPF8504.55
7/10/2010 1-011-039-000-02214:20 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/10/2010 1-019-039-000-02214:22 54 LI 22 CL 0-22 30/30 JA AT CLPF8504.55
7/10/2010 1-010-039-000-02214:25 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
Wednesday, December 01, 2010 Page 4 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/10/2010 1-018-039-000-02214:25 54 LI 22 CL 0-22 30/30 JA AT CLPF8504.55
7/10/2010 1-017-039-000-02214:28 54 LI 22 CL 0-22 30/30 JA AT CLPF8504.55
7/10/2010 1-009-039-000-02214:30 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/10/2010 1-016-039-000-02214:32 54 LI 22 CL 0-22 30/30 JA AT CLPF8504.55
7/10/2010 1-008-039-000-02214:35 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/10/2010 1-015-039-000-02214:35 54 LI 22 CL 0-22 30/30 JA AT CLPF8504.55
7/10/2010 1-014-039-000-02214:38 54 LI 22 CL 0-22 30/30 JA AT CLPF8504.55
7/10/2010 1-007-039-000-02214:40 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/10/2010 1-006-039-000-02214:45 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/10/2010 1-005-039-000-02214:50 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/10/2010 1-004-039-000-02214:55 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/10/2010 1-003-039-000-02215:00 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/10/2010 1-002-039-000-02215:05 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/10/2010 1-001-039-000-02215:10 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/12/2010 1-039-040-000-52814:15 54 LI 528 CL 0-528 30/30 JA AT CLPF8504.55
7/12/2010 1-040-041-000-52514:30 10 MA 525 CL 0-525 30/30 JA AT CLPF8505.0
Wednesday, December 01, 2010 Page 5 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/12/2010 1-041-042-000-01316:23 18 LI 13 CL 0-13 30/30 JA AT CLPF8508.0
7/12/2010 1-041-042-013-02316:30 18 LI 10 CL 13-23 30/30 JA AT CLPF8508.0
7/12/2010 1-041-042-023-03516:36 18 LI 12 CL 23-35 30/30 JA AT CLPF8508.0
7/12/2010 1-041-042-035-04816:40 18 LI 13 CL 35-48 30/30 JA AT CLPF8508.0
7/12/2010 1-041-042-320-52116:45 10 MA 201 CL 320-521 30/30 JA AT CLPF8505.0
7/12/2010 1-041-042-048-32016:47 54 LI 272 CL 48-320 30/30 JA AT CLPF8504.55
7/13/2010 1-030-039-000-0128:25 54 LI 12 CL 0-12 30/30 JA AT CLPF8504.44
7/13/2010 1-035-039-000-0048:27 54 LI 4 CL 0-4 30/30 JA AT CLPF8504.44
7/13/2010 1-035-040-000-0188:29 54 LI 18 CL 0-18 30/30 JA AT CLPF8504.44
7/13/2010 1-036-040-000-0058:33 54 LI 5 CL 0-5 PATCH & VT JA AT CLFF8504.44
7/13/2010 1-036-041-000-0178:34 54 LI 17 CL 0-17 30/30 JA AT CLPF8504.44
7/13/2010 1-037-041-000-0058:37 54 LI 5 CL 0-5 30/30 JA AT CLPF8504.44
7/13/2010 1-037-042-000-0178:38 54 LI 17 CL 0-17 30/30 JA AT CLPF8504.44
7/13/2010 1-038-042-000-0058:39 54 LI 5 CL 0-5 30/30 JA AT CLPF8504.44
7/14/2010 1-042-043-000-45514:00 10 MA 455 CL 0-455 30/30 CB AT CLPF8505.0
7/14/2010 1-043-044-000-45514:11 18 LI 455 CL 0-455 30/30 CB AT CLPF8507.0
Wednesday, December 01, 2010 Page 6 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/14/2010 1-044-045-000-04114:33 18 LI 41 CL 0-41 30/30 CB AT CLPF8507.0
7/14/2010 1-044-045-041-05614:35 18 LI 15 CL 41-56 PATCH & VT N/A N/A CLN/AF8507.0
7/14/2010 1-044-045-056-10315:00 18 LI 47 CL 56-103 30/30 CB AT CLPF8507.0
7/14/2010 1-044-045-103-11015:02 18 LI 7 CL 103-110 PATCH & VT N/A N/A CLN/AF8507.0
7/14/2010 1-044-045-110-45415:03 18 LI 344 CL 110-454 30/30 CB AT CLPF8507.0
7/14/2010 1-045-046-000-45015:12 18 LI 450 CL 0-450 30/30 CB AT CLPF8507.0
7/14/2010 1-046-047-000-45115:36 18 LI 451 CL 0-451 30/30 CB AT CLPF8507.0
7/14/2010 1-047-048-000-44916:00 18 LI 449 CL 0-449 30/30 CB AT CLPF8507.0
7/16/2010 1-042-049-000-06913:00 10 MA 69 CL 0-69 30/30 CB AT CLPF8505.0
7/16/2010 1-049-050-000-06613:00 54 LI 66 CL 0-66 30/30 CB AT CLPF8504.44
7/16/2010 1-051-052-000-06213:16 54 LI 62 CL 0-62 30/30 CB AT CLPF8504.44
7/16/2010 1-050-051-000-06413:20 10 MA 64 CL 0-64 30/30 CB AT CLPF8505.0
7/16/2010 1-053-054-000-05813:29 54 LI 58 CL 0-58 30/30 CB AT CLPF8504.44
7/16/2010 1-052-053-000-06013:35 10 MA 60 CL 0-60 30/30 CB AT CLPF8505.0
7/16/2010 1-043-049-000-02214:00 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/16/2010 1-044-050-000-02214:07 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
Wednesday, December 01, 2010 Page 7 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/16/2010 1-045-051-000-02214:10 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/16/2010 1-046-052-000-02214:15 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/16/2010 1-047-053-000-02214:20 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/16/2010 1-048-054-000-02214:25 10 MA 22 CL 0-22 30/30 JA AT CLPF8505.0
7/16/2010 1-055-056-000-00714:29 54 LI 7 CL 0-7 30/30 CB AT CLPF8504.44
7/16/2010 1-055-056-007-11714:30 54 LI 110 CL 7-117 30/30 CB AT CLPF8504.44
7/16/2010 1-056-057-000-11714:40 10 MA 117 CL 0-117 30/30 JA AT CLPF8505.0
7/16/2010 1-057-058-000-11714:58 54 LI 117 CL 0-117 30/30 JA AT CLPF8504.44
7/16/2010 1-058-059-000-11715:10 10 MA 117 CL 0-117 30/30 JA AT CLPF8505.0
7/16/2010 1-059-060-000-11715:26 54 LI 117 CL 0-117 30/30 JA AT CLPF8504.44
7/17/2010 1-038-055-000-1177:50 54 LI 117 VH 0-117 30/30 CB AT VHPF8504.44
7/17/2010 1-038-049-000-0168:18 54 LI 16 VH 0-16 30/30 CB AT VHPF8504.44
7/17/2010 1-049-055-000-0058:20 54 LI 5 VH 0-5 30/30 CB AT VHPF8504.44
7/17/2010 1-050-055-000-0168:21 54 LI 16 VH 0-16 30/30 CB AT VHPF8504.44
7/17/2010 1-050-056-000-0058:25 54 LI 5 VH 0-5 30/30 CB AT VHPF8504.44
7/17/2010 1-051-056-000-0168:26 54 LI 16 VH 0-16 30/30 CB AT VHPF8504.44
Wednesday, December 01, 2010 Page 8 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/17/2010 1-051-057-000-0068:29 54 LI 6 VH 0-6 30/30 CB AT VHPF8504.44
7/17/2010 1-052-057-000-0168:30 54 LI 16 VH 0-16 30/30 CB AT VHPF8504.44
7/17/2010 1-052-058-000-0058:32 54 LI 5 VH 0-5 30/30 CB AT VHPF8504.44
7/17/2010 1-053-058-000-0168:33 54 LI 16 VH 0-16 30/30 CB AT VHPF8504.44
7/17/2010 1-053-059-000-0068:36 54 LI 6 VH 0-6 30/30 CB AT VHPF8504.44
7/17/2010 1-054-059-000-0168:37 54 LI 16 VH 0-16 30/30 CB AT VHPF8504.44
7/17/2010 1-060-061-000-11510:35 54 LI 115 VH 6-115 30/30 CB AT VHPF8504.44
7/17/2010 1-061-062-000-11511:01 54 LI 115 VH 0-115 30/30 CB AT VHPF8504.44
7/17/2010 1-062-063-000-11511:30 54 LI 115 VH 0-115 30/30 CB AT VHPF8504.44
7/20/2010 1-054-064-000-05516:15 10 MA 55 CL 0-55 30/30 CB AT CLPF8505.0
7/20/2010 1-064-065-000-50016:20 54 LI 500 CL 0-500 30/30 CB AT CLPF8504.44
7/20/2010 1-048-064-000-44516:22 10 MA 445 CL 0-445 30/30 CB AT CLPF8505.0
7/21/2010 1-065-066-000-49812:46 54 LI 498 CL 0-498 30/30 CB AT CLPF8504.44
7/21/2010 1-066-067-000-49412:55 10 BO 494 CL 0-494 30/30 CB AT CLPF8604.5
7/22/2010 1-054-060-000-0057:25 10 MA 5 CL 0-5 30/30 JA AT CLPF8505.0
7/22/2010 1-060-064-000-0177:26 10 MA 17 CL 0-17 30/30 JA AT CLPF8505.0
Wednesday, December 01, 2010 Page 9 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/22/2010 1-061-064-000-0057:27 10 MA 5 CL 0-5 30/30 JA AT CLPF8505.0
7/22/2010 1-061-065-000-0177:30 10 MA 17 CL 0-17 30/30 JA AT CLPF8505.0
7/22/2010 1-062-065-000-0057:34 10 MA 5 CL 0-5 30/30 JA AT CLPF8505.0
7/22/2010 1-062-066-000-0177:35 10 MA 17 CL 0-17 30/30 JA AT CLPF8505.0
7/22/2010 1-063-066-000-0067:39 10 MA 6 CL 0-6 30/30 JA AT CLPF8505.0
7/23/2010 1-063-068-000-10110:37 54 LI 101 CL 0-101 30/30 BO AT CLPF8504.44
7/23/2010 1-063-068-101-10910:45 54 LI 8 CL 0-8 30/30 BO AT CLPF8504.44
7/23/2010 1-069-070-000-11311:00 10 MA 113 CL 0-113 30/29 BO AT CLPF8505.0
7/23/2010 1-068-069-000-11411:13 54 LI 114 CL 0-114 30/30 BO AT CLPF8504.44
7/23/2010 1-071-072-000-11211:26 10 MA 112 CL 0-112 30/30 BO AT CLPF8505.0
7/23/2010 1-070-071-000-11311:38 54 LI 113 CL 0-113 30/30 BO AT CLPF8504.44
7/26/2010 1-072-073-000-10613:40 10 MA 106 CL 0-106 30/30 CB AT CLPF8505.0
7/26/2010 1-074-075-000-11114:10 54 LI 111 CL 0-111 30/30 CB AT CLPF8504.44
7/26/2010 1-073-074-000-11314:15 10 MA 113 CL 0-113 30/30 CB AT CLPF8505.0
7/26/2010 1-076-077-000-11014:50 10 MA 110 CL 0-110 30/30 CB AT CLPF8505.0
7/26/2010 1-075-076-000-11114:53 54 LI 111 CL 0-111 30/30 CB AT CLPF8504.44
Wednesday, December 01, 2010 Page 10 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/27/2010 1-067-078-000-49011:00 10 MA 490 CL 0-490 30/30 JO AT CLPF8505.0
7/27/2010 1-078-079-000-48711:15 54 LI 487 CL 0-487 30/30 JO AT CLPF8504.44
7/27/2010 1-080-081-000-48214:10 10 MA 482 CL 0-482 30/30 CB AT CLPF8505.0
7/27/2010 1-079-080-000-48714:12 54 LI 487 CL 0-487 30/30 CB AT CLPF8504.44
7/28/2010 1-063-067-000-0167:29 54 LI 16 VH 0-16 30/30 JA AT VHPF8504.44
7/28/2010 1-067-068-000-0067:34 54 LI 6 VH 0-6 30/30 JA AT VHPF8504.44
7/28/2010 1-068-078-000-0167:35 54 LI 16 VH 0-16 30/30 JA AT VHPF8504.44
7/28/2010 1-069-078-000-0067:39 54 LI 6 VH 0-6 30/30 JA AT VHPF8504.44
7/28/2010 1-069-079-000-0167:40 54 LI 16 VH 0-16 30/30 JA AT VHPF8504.44
7/28/2010 1-070-079-000-0067:42 54 LI 6 VH 0-6 30/30 JA AT VHPF8504.44
7/28/2010 1-070-080-000-0167:43 54 LI 16 VH 0-16 30/30 JA AT VHPF8504.44
7/28/2010 1-071-080-000-0067:45 54 LI 6 VH 0-6 30/30 JA AT VHPF8504.44
7/28/2010 1-071-081-000-0167:46 54 LI 16 VH 0-16 30/30 JA AT VHPF8504.44
7/28/2010 1-081-082-000-47611:05 54 LI 476 CL 0-476 30/30 JA AT CLPF8504.44
7/28/2010 1-082-083-000-47611:20 10 MA 476 CL 0-476 30/30 JA AT CLPF8505.0
7/30/2010 1-083-084-000-1058:30 10 MA 105 CL 0-105 30/30 CB AT CLPF8505.0
Wednesday, December 01, 2010 Page 11 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/30/2010 1-084-085-000-4658:48 54 LI 465 CL 0-465 30/30 CB AT CLPF8504.44
7/30/2010 1-083-084-105-4689:00 10 MA 363 CL 105-468 30/30 CB AT CLPF8505.0
7/30/2010 1-085-086-000-4639:03 13 PS 463 CL 0-463 30/30 CB AT CLPF8604.5
7/30/2010 1-086-087-000-46010:15 10 MA 460 CL 0-460 30/30 CB AT CLPF8505.0
7/30/2010 1-087-088-000-46010:17 54 LI 460 CL 0-460 30/30 CB AT CLPF8504.44
7/30/2010 1-077-089-000-10813:00 54 LI 108 CL 0-108 30/30 CB AT CLPF8504.44
7/30/2010 1-089-090-000-11313:05 10 MA 113 CL 0-113 30/30 CB AT CLPF8505.0
7/30/2010 1-090-091-000-11313:37 54 LI 113 CL 0-113 30/30 CB AT CLPF8504.44
7/30/2010 1-091-092-000-11313:40 10 MA 113 CL 0-113 30/30 CB AT CLPF8505.0
7/31/2010 1-072-081-000-0077:37 54 LI 7 VH 0-7 30/30 BO AT VHPF8504.44
7/31/2010 1-072-082-000-0147:40 54 LI 14 VH 0-14 30/30 BO AT VHPF8504.44
7/31/2010 1-073-082-000-0087:42 54 LI 8 VH 0-8 30/30 BO AT VHPF8504.44
7/31/2010 1-073-083-000-0147:43 54 LI 14 VH 0-14 30/30 BO AT VHPF8504.44
7/31/2010 1-074-083-000-0087:46 54 LI 8 VH 0-8 30/30 BO AT VHPF8504.44
7/31/2010 1-074-084-000-0147:47 54 LI 14 VH 0-14 30/30 BO AT VHPF8504.44
7/31/2010 1-075-084-000-0087:52 54 LI 8 VH 0-8 30/30 BO AT VHPF8504.44
Wednesday, December 01, 2010 Page 12 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/31/2010 1-075-085-000-0147:53 54 LI 14 VH 0-14 30/30 BO AT VHPF8504.44
7/31/2010 1-076-085-000-0088:04 54 LI 8 VH 0-8 30/30 BO AT VHPF8504.44
7/31/2010 1-076-086-000-0148:06 54 LI 14 VH 0-14 30/30 BO AT VHPF8504.44
7/31/2010 1-077-086-000-0098:08 54 LI 9 VH 0-9 30/30 BO AT VHPF8504.44
7/31/2010 1-077-087-000-0138:10 54 LI 13 VH 0-13 30/30 BO AT VHPF8504.44
7/31/2010 1-087-089-000-0098:12 54 LI 9 VH 0-9 30/30 BO AT VHPF8504.44
7/31/2010 1-088-089-000-0118:14 54 LI 11 VH 0-11 30/30 BO AT VHPF8504.44
8/17/2010 1-092-093-000-1067:53 10 LI 106 CL 0-106 30/30 CB AT CLPF8504.44
8/17/2010 1-093-094-000-1128:27 10 LI 112 CL 0-112 30/30 CB AT CLPF8504.44
8/17/2010 1-096-097-000-4518:40 13 PS 455 CL 0-455 30/30 CB AT CLPF8604.44
8/17/2010 1-094-095-000-1148:58 10 LI 114 CL 0-114 30/30 CB AT CLPF8504.44
8/17/2010 1-097-098-000-45110:51 10 LI 451 CL 0-451 30/30 CB AT CLPF8504.5
8/17/2010 1-098-099-000-44811:02 13 PS 448 CL 0-448 30/30 CB AT CLPF8604.44
8/17/2010 1-088-096-000-15713:12 10 LI 157 CL 0-157 30/30 CB AT CLPF8505.2
8/17/2010 1-099-100-000-44613:16 13 PS 446 CL 0-446 30/30 CB AT CLPF8605.0
8/17/2010 1-100-101-000-44413:20 32 MA 444 CL 0-444 30/30 CB AT CLPF8505.5
Wednesday, December 01, 2010 Page 13 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/17/2010 1-088-096-157-45514:05 10 LI 298 CL 157-455 30/30 CB AT CLPF8505.2
8/17/2010 1-101-102-202-44014:28 13 PS 238 CL 202-440 30/30 CB AT CLPF8605.0
8/17/2010 1-101-102-000-20214:30 32 MA 202 CL 0-202 30/30 CB AT CLPF8505.5
8/18/2010 1-088-090-000-0107:40 32 LI 10 CL 0-10 30/30 CB AT CLPF8505.0
8/18/2010 1-090-096-000-0127:42 32 LI 12 CL 0-12 30/30 CB AT CLPF8505.0
8/18/2010 1-091-096-000-0107:46 32 LI 10 CL 0-10 30/30 CB AT CLPF8505.0
8/18/2010 1-091-097-000-0127:50 32 LI 12 CL 0-12 30/30 CB AT CLPF8505.0
8/18/2010 1-092-097-000-0107:54 32 LI 10 CL 0-10 30/30 CB AT CLPF8505.0
8/18/2010 1-092-098-000-0117:58 32 LI 11 CL 0-11 30/30 CB AT CLPF8505.0
8/18/2010 1-093-098-000-0118:02 32 LI 11 CL 0-11 30/30 CB AT CLPF8505.0
8/18/2010 1-093-099-000-0108:06 32 LI 10 CL 0-10 30/30 CB AT CLPF8505.0
8/18/2010 1-094-099-000-0128:10 32 LI 12 CL 0-12 30/30 CB AT CLPF8505.0
8/18/2010 1-094-100-000-0108:14 32 LI 10 CL 0-10 30/30 CB AT CLPF8505.0
8/18/2010 1-095-100-000-0128:18 32 LI 12 CL 0-12 30/30 CB AT CLPF8505.0
8/19/2010 1-103-104-000-0088:02 13 PS 8 CL 0-8 30/30 CB AT CLPF8604.5
8/19/2010 1-095-103-000-1058:04 32 LI 105 CL 0-105 30/30 CB AT CLPF8505.0
Wednesday, December 01, 2010 Page 14 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/19/2010 1-103-104-008-1108:04 13 PS 102 CL 8-110 30/30 CB AT CLPF8604.5
8/19/2010 1-105-106-000-1078:27 13 PS 107 CL 0-107 30/30 CB AT CLPF8604.5
8/19/2010 1-104-105-000-1088:30 32 LI 108 CL 0-108 30/30 CB AT CLPF8505.0
8/19/2010 1-107-108-000-1078:52 13 PS 107 CL 0-107 30/30 CB AT CLPF8604.5
8/19/2010 1-106-107-000-1068:55 32 LI 106 CL 0-106 30/30 CB AT CLPF8505.0
8/19/2010 1-108-109-000-1079:00 10 MA 107 CL 0-107 30/30 CB AT CLPF8505.0
8/19/2010 1-109-110-000-1079:14 32 LI 107 CL 0-107 30/30 CB AT CLPF8505.0
8/19/2010 1-102-111-000-43813:40 32 LI 438 CL 0-438 30/30 CB AT CLPF8505.0
8/19/2010 1-111-112-000-43513:43 13 PS 435 CL 0-435 30/30 CB AT CLPF8605.0
8/19/2010 1-112-113-000-43213:45 10 MA 432 CL 0-432 30/30 CB AT CLPF8505.5
8/19/2010 1-113-114-000-42914:52 13 PS 429 CL 0-429 30/30 CB AT CLPF8605.0
8/19/2010 1-114-115-000-42715:00 10 MA 427 CL 0-427 30/30 CB AT CLPF8505.5
8/19/2010 1-116-117-000-02215:12 32 LI 22 CL 0-22 30/30 CB AT CLPF8505.0
8/19/2010 1-117-118-000-02215:27 32 LI 22 CL 0-22 30/30 CB AT CLPF8505.0
8/19/2010 1-118-119-000-02215:38 32 LI 22 CL 0-22 30/30 CB AT CLPF8505.0
8/19/2010 1-115-116-000-12815:52 32 LI 128 CL 0-128 30/30 CB AT CLPF8505.0
Wednesday, December 01, 2010 Page 15 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/19/2010 1-115-118-000-12616:00 10 MA 126 CL 0-126 30/30 CB AT CLPF8505.5
8/19/2010 1-115-117-000-11416:13 32 LI 114 CL 0-114 30/30 CB AT CLPF8505.0
8/19/2010 1-115-119-000-05316:21 10 MA 53 CL 0-53 30/30 CB AT CLPF8505.5
8/20/2010 1-095-101-000-0097:50 10 MA 9 CL 0-9 30/30 JS AT CLPF8504.5
8/20/2010 1-101-103-000-0127:52 10 MA 12 CL 0-12 30/30 JS AT CLPF8504.5
8/20/2010 1-102-103-000-0097:55 10 MA 9 CL 0-9 30/30 JS AT CLPF8504.5
8/20/2010 1-102-104-000-0127:58 10 MA 12 CL 0-12 30/30 JS AT CLPF8504.5
8/20/2010 1-104-111-000-0098:00 10 MA 9 CL 0-9 30/30 JS AT CLPF8504.5
8/20/2010 1-105-111-000-0128:03 10 MA 12 CL 0-12 30/30 JS AT CLPF8504.5
8/20/2010 1-105-112-000-0098:06 10 MA 9 CL 0-9 30/30 JS AT CLPF8504.5
8/20/2010 1-106-112-000-0128:08 10 MA 12 CL 0-12 30/30 JS AT CLPF8504.5
8/20/2010 1-106-113-000-0108:10 10 MA 9 CL 0-9 30/30 JS AT CLPF8504.5
8/20/2010 1-107-113-000-0128:12 10 MA 12 CL 0-12 30/30 JS AT CLPF8504.5
8/20/2010 1-107-114-000-0108:14 10 MA 9 CL 0-9 30/30 JS AT CLPF8504.5
8/20/2010 1-108-114-000-0128:17 10 MA 12 CL 0-12 30/30 JS AT CLPF8504.5
8/20/2010 1-108-115-000-0108:19 10 MA 9 CL 0-9 30/30 JS AT CLPF8504.5
Wednesday, December 01, 2010 Page 16 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/20/2010 1-109-115-000-0138:23 10 MA 13 CL 0-13 30/30 JS AT CLPF8504.5
8/21/2010 1-110-120-000-01011:30 10 MA 10 CL 0-10 30/30 CB AT CLPF8505.0
8/21/2010 1-120-121-000-04911:32 13 PS 49 CL 0-49 30/30 CB AT CLPF8604.5
8/21/2010 1-110-120-010-09011:35 10 MA 80 CL 10-90 30/30 CB AT CLPF8505.0
8/21/2010 1-110-120-090-09311:46 10 MA 10 CL 90-93 PATCH&VT N/A N/A CLN/AF8505.0
8/21/2010 1-120-121-049-10911:46 13 PS 60 CL 49-109 30/30 CB AT CLPF8604.5
8/21/2010 1-121-122-000-10612:00 10 MA 106 CL 0-106 30/30 CB AT CLPF8505.0
8/21/2010 1-122-123-000-10812:00 13 PS 108 CL 0-108 30/30 CB AT CLPF8604.5
8/21/2010 1-123-124-000-10813:27 32 LI 106 CL 0-106 30/30 CB AT CLPF8505.0
8/21/2010 1-124-125-000-10713:37 13 PS 107 CL 0-107 30/30 CB AT CLPF8605.0
8/21/2010 1-125-126-000-10613:40 10 MA 106 CL 0-106 30/30 CB AT CLPF8505.5
8/21/2010 1-116-127-000-12614:40 10 MA 126 CL 0-126 30/30 CB AT CLPF8505.5
8/21/2010 1-127-128-000-02215:12 32 LI 22 CL 0-22 30/30 CB AT CLPF8505.0
8/21/2010 1-117-127-000-09015:15 10 MA 90 CL 0-90 30/30 CB AT CLPF8505.5
8/21/2010 1-127-132-000-21215:15 13 PS 212 CL 0-212 30/30 CB AT CLPF8605.0
8/21/2010 1-128-129-000-02215:19 32 LI 22 CL 0-22 30/30 CB AT CLPF8505.0
Wednesday, December 01, 2010 Page 17 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/21/2010 1-117-128-000-02515:34 10 MA 25 CL 0-25 30/30 CB AT CLPF8505.5
8/21/2010 1-118-128-000-04015:38 10 MA 40 CL 0-40 30/30 CB AT CLPF8505.5
8/21/2010 1-118-129-000-06115:45 10 MA 61 CL 0-61 30/30 CB AT CLPF8505.5
8/21/2010 1-128-132-000-06615:45 13 PS 66 CL 0-66 30/30 CB AT CLPF8605.0
8/21/2010 1-129-130-000-02215:45 32 LI 22 CL 0-22 30/30 CB AT CLPF8505.0
8/21/2010 1-129-132-000-06115:54 13 PS 61 CL 0-61 30/30 CB AT CLPF8605.0
8/21/2010 1-130-131-000-02215:54 32 LI 22 CL 0-22 30/30 CB AT CLPF8505.0
8/21/2010 1-118-130-000-02415:55 10 MA 24 CL 0-24 30/30 CB AT CLPF8505.5
8/21/2010 1-119-130-000-00815:59 10 MA 8 CL 0-8 30/30 CB AT CLPF8505.5
8/21/2010 1-119-131-000-04716:02 10 MA 47 CL 0-47 30/30 CB AT CLPF8505.5
8/21/2010 1-132-133-000-41016:02 32 LI 410 CL 0-410 30/30 CB AT CLPF8505.0
8/21/2010 1-130-132-000-03216:03 13 PS 32 CL 0-32 30/30 CB AT CLPF8605.0
8/21/2010 1-131-132-000-04616:07 13 PS 46 CL 0-46 30/30 CB AT CLPF8605.0
8/21/2010 1-135-136-000-39416:07 32 LI 394 CL 0-394 30/30 CB AT CLPF8505.0
8/21/2010 1-133-134-000-40516:20 10 MA 405 CL 0-405 30/30 CB AT CLPF8505.5
8/21/2010 1-134-135-000-40016:29 13 PS 400 CL 0-400 30/30 CB AT CLPF8605.0
Wednesday, December 01, 2010 Page 18 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/23/2010 1-110-116-000-01310:10 32 MA 13 CL 0-13 30/30 KL AT CLPF8505.0
8/23/2010 1-110-127-000-00910:13 32 MA 9 CL 0-9 30/30 KL AT CLPF8505.0
8/23/2010 1-120-127-000-01310:15 32 MA 13 CL 0-13 30/30 KL AT CLPF8505.0
8/23/2010 1-120-132-000-00810:18 32 MA 8 CL 0-8 30/30 KL AT CLPF8505.0
8/23/2010 1-121-132-000-01310:20 32 MA 13 CL 0-13 30/30 KL AT CLPF8505.0
8/23/2010 1-121-133-000-00810:23 32 MA 8 CL 0-8 30/30 KL AT CLPF8505.0
8/23/2010 1-122-133-000-01310:26 32 MA 13 CL 0-13 30/30 KL AT CLPF8505.0
8/23/2010 1-122-134-000-00810:30 32 MA 8 CL 0-8 30/30 KL AT CLPF8505.0
8/23/2010 1-123-134-000-01410:33 32 MA 14 CL 0-14 30/30 KL AT CLPF8505.0
8/23/2010 1-123-135-000-00710:37 32 MA 7 CL 0-7 PATCH&VT N/A N/A CLN/AF8505.0
8/23/2010 1-124-135-000-01410:40 32 MA 14 CL 0-14 30/30 KL AT CLPF8505.0
8/24/2010 1-126-137-000-10113:05 10 MA 101 CL 0-101 30/30 KL AT CLPF8505.5
8/24/2010 1-137-138-000-10613:10 13 PS 106 CL 0-106 30/30 KL AT CLPF8605.0
8/24/2010 1-139-140-000-10413:35 13 PS 104 CL 0-104 30/30 KL AT CLPF8605.0
8/24/2010 1-138-139-000-10613:40 10 MA 106 CL 0-106 30/30 KL AT CLPF8505.5
8/24/2010 1-140-141-000-10414:00 10 MA 104 CL 0-104 30/30 KL AT CLPF8505.5
Wednesday, December 01, 2010 Page 19 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/24/2010 1-141-142-000-10514:03 13 PS 105 CL 0-105 30/30 KL AT CLPF8605.0
8/24/2010 1-142-143-000-10514:30 13 PS 105 CL 0-105 30/30 KL AT CLPF8605.0
8/24/2010 1-136-144-000-38515:20 10 MA 385 CL 0-385 30/30 CB AT CLPF8505.5
8/24/2010 1-144-145-000-36115:35 13 PS 361 CL 0-361 30/30 CB AT CLPF8605.0
8/24/2010 1-146-147-000-02216:17 32 LI 22 CL 0-22 30/30 JS AT CLPF8505.0
8/24/2010 1-145-146-000-19816:38 32 LI 198 CL 0-198 30/30 CB AT CLPF8505.0
8/24/2010 1-146-148-000-15316:55 10 MA 153 CL 0-153 30/30 BO AT CLPF8505.5
8/24/2010 1-148-149-000-02216:55 13 PS 22 CL 0-22 30/30 JS AT CLPF8605.0
8/24/2010 1-145-147-000-16017:06 32 LI 160 CL 0-160 30/30 JS AT CLPF8505.0
8/24/2010 1-146-149-000-04217:16 10 MA 42 CL 0-42 30/30 JS AT CLPF8505.5
8/24/2010 1-147-149-000-14717:22 10 MA 147 CL 0-147 30/30 JS AT CLPF8505.5
8/24/2010 1-150-151-000-02217:22 13 PS 22 CL 0-22 30/30 JS AT CLPF8605.0
8/24/2010 1-148-150-000-04417:29 13 PS 44 CL 0-44 30/30 JS AT CLPF8605.0
8/24/2010 1-148-151-000-10417:35 13 PS 104 CL 0-104 30/30 JS AT CLPF8605.0
8/24/2010 1-151-152-000-02217:35 32 LI 22 CL 0-22 30/30 JS AT CLPF8505.0
8/24/2010 1-149-152-000-14117:40 32 LI 141 CL 0-141 30/30 JS AT CLPF8505.0
Wednesday, December 01, 2010 Page 20 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/24/2010 1-149-151-000-03117:50 13 PS 31 CL 0-31 30/30 JS AT CLPF8605.0
8/25/2010 1-125-136-000-0127:50 10 MA 12 CL 0-12 30/30 JS AT CLPF8505.5
8/25/2010 1-125-144-000-0077:54 10 MA 7 CL 0-7 30/30 JS AT CLPF8505.5
8/25/2010 1-126-144-000-0157:55 10 MA 15 CL 0-15 30/30 JS AT CLPF8505.5
8/25/2010 1-126-145-000-0067:58 10 MA 6 CL 0-66 30/30 JS AT CLPF8505.5
8/25/2010 1-137-145-000-0157:59 10 MA 15 CL 0-15 30/30 JS AT CLPF8505.5
8/25/2010 1-137-146-000-0068:00 10 MA 6 CL 0-6 30/30 JS AT CLPF8505.5
8/25/2010 1-138-146-000-0158:01 10 MA 15 CL 0-15 30/30 JS AT CLPF8505.5
8/25/2010 1-138-148-000-0068:05 10 MA 6 CL 0-6 30/30 JS AT CLPF8505.5
8/25/2010 1-139-148-000-0158:07 10 MA 15 CL 0-15 30/30 JS AT CLPF8505.5
8/25/2010 1-153-154-000-0228:40 13 PS 22 CL 0-22 30/30 JS AT CLPF8604.5
8/25/2010 1-150-153-000-0438:45 10 MA 43 CL 0-43 30/30 JS AT CLPF8505.5
8/25/2010 1-151-153-000-0078:50 10 MA 7 CL 0-7 30/30 JS AT CLPF8505.5
8/25/2010 1-151-154-000-0848:52 10 MA 84 CL 0-84 30/30 JS AT CLPF8505.5
8/25/2010 1-154-155-000-0228:52 32 LI 22 CL 0-22 30/30 JS AT CLPF8505.0
8/25/2010 1-157-158-000-0229:03 13 PS 22 CL 0-22 30/30 JS AT CLPF8604.5
Wednesday, December 01, 2010 Page 21 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/25/2010 1-151-155-000-0449:04 10 MA 44 CL 0-44 30/30 JS AT CLPF8505.5
8/25/2010 1-155-156-000-0229:04 32 LI 22 CL 0-22 30/30 JS AT CLPF8505.0
8/25/2010 1-152-155-000-0379:10 10 MA 37 CL 0-37 30/30 JS AT CLPF8505.5
8/25/2010 1-153-157-000-0469:14 13 PS 46 CL 0-46 30/30 JS AT CLPF8604.5
8/25/2010 1-152-156-000-0939:15 10 MA 93 CL 0-93 30/30 JS AT CLPF8505.5
8/25/2010 1-154-157-000-0019:21 13 PS 1 CL 0-1 PATCH&VT N/A N/A CLN/AF8604.5
8/25/2010 1-154-158-000-0749:21 13 PS 74 CL 0-74 30/30 JS AT CLPF8604.5
8/25/2010 1-158-159-000-0229:25 32 LI 22 CL 0-22 30/30 JS AT CLPF8505.0
8/25/2010 1-159-160-000-0089:30 10 MA 8 CL 0-8 30/30 JS AT CLPF8505.5
8/25/2010 1-154-159-000-0109:32 13 PS 10 CL 0-10 30/30 JS AT CLPF8604.5
8/25/2010 1-155-159-000-0829:35 13 PS 82 CL 0-82 30/30 JS AT CLPF8604.5
8/25/2010 1-157-161-000-0449:37 32 LI 44 CL 0-44 30/30 JS AT CLPF8505.0
8/25/2010 1-158-161-000-0739:44 32 LI 73 CL 0-73 30/30 JS AT CLPF8505.0
8/25/2010 1-156-159-000-0319:45 13 PS 31 CL 0-31 30/30 JS AT CLPF8604.5
8/25/2010 1-156-160-000-0499:51 13 PS 49 CL 0-49 30/30 JS AT CLPF8604.5
8/25/2010 1-159-161-000-1239:53 32 LI 123 CL 0-123 30/30 JS AT CLPF8505.0
Wednesday, December 01, 2010 Page 22 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/25/2010 1-159-160-008-02210:00 10 PS 14 CL 0-14 30/30 JS AT CLPF8505.0
8/25/2010 1-160-161-000-03910:09 32 LI 39 CL 0-39 30/30 JS AT CLPF8505.0
8/25/2010 1-139-150-000-00210:29 13 PS 2 CL 0-2 PATCH&VT N/A N/A CLN/AF8604.5
8/25/2010 1-140-150-000-00510:30 13 PS 5 CL 0-5 30/30 JS AT CLPF8604.5
8/25/2010 1-140-150-005-00710:31 13 PS 2 CL 5-7 PATCH&VT N/A N/A CLN/AF8604.5
8/25/2010 1-140-150-007-01610:32 13 PS 9 CL 7-16 30/30 JS AT CLPF8604.5
8/25/2010 1-140-153-000-00610:33 13 PS 6 CL 0-6 30/30 JS AT CLPF8604.5
8/25/2010 1-141-153-000-01710:35 13 PS 17 CL 0-17 30/30 JS AT CLPF8604.5
8/25/2010 1-141-157-000-00510:36 13 PS 5 CL 0-5 30/30 JS AT CLPF8604.5
8/25/2010 1-142-157-000-01710:37 13 PS 17 CL 0-17 30/30 JS AT CLPF8604.5
8/25/2010 1-142-161-000-00510:40 13 PS 5 CL 0-5 30/30 JS AT CLPF8604.5
8/25/2010 1-143-161-000-01710:41 13 PS 17 CL 0-17 30/30 JS AT CLPF8604.5
9/2/2010 1-001-162-009-0998:07 32 LI 90 JO 9-99 30/30 JS AT JOPF8505.0
9/2/2010 1-163-164-000-1148:37 13 PS 114 JO 0-114 30/30 JS AT JOPF8604.5
9/2/2010 1-162-163-000-1158:40 32 LI 115 JO 0-115 30/30 JS AT JOPF8505.0
9/2/2010 1-165-166-000-1159:20 13 PS 115 JO 0-115 30/30 JS AT JOPF8604.5
Wednesday, December 01, 2010 Page 23 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/2/2010 1-164-165-000-1159:29 32 LI 115 JO 0-115 30/30 JS AT JOPF8505.0
9/2/2010 1-167-168-000-1159:51 13 PS 115 JO 0-115 30/30 JS AT JOPF8604.5
9/2/2010 1-166-167-000-11510:08 32 LI 115 JO 0-115 30/30 JS AT JOPF8505.0
9/2/2010 1-169-170-000-11310:25 13 PS 113 JO 0-113 30/30 JS AT JOPF8604.5
9/2/2010 1-168-169-000-11410:37 32 LI 114 JO 0-114 30/30 JS AT JOPF8505.0
9/2/2010 1-171-172-000-11311:00 13 PS 113 JO 0-113 30/30 JS AT JOPF8604.5
9/2/2010 1-170-171-000-11311:05 32 LI 113 JO 0-113 30/30 JS AT JOPF8505.0
9/2/2010 1-001-162-000-00913:30 75 MA 9 JO 0-9 VT TC VT JOPE500N/A
9/3/2010 1-173-174-000-24013:15 32 LI 240 JO 0-240 30/30 JS AT JOPF8505.0
9/3/2010 1-174-175-000-24113:18 13 PS 241 JO 0-241 30/30 JS AT JOPF8605.0
9/3/2010 1-175-176-000-24213:25 10 MA 242 JO 0-242 30/30 JS AT JOPF8505.0
9/3/2010 1-176-177-000-24213:53 32 LI 242 JO 0-242 30/30 JS AT JOPF8505.0
9/3/2010 1-177-178-000-24214:01 13 PS 242 JO 0-242 30/30 JS AT JOPF8605.0
9/3/2010 1-178-179-000-24314:12 10 MA 243 JO 0-243 30/30 JS AT JOPF8505.0
9/3/2010 1-179-180-000-24414:35 32 LI 244 JO 0-244 30/30 JS AT JOPF8505.0
9/3/2010 1-180-181-000-24414:50 13 PS 244 JO 0-244 30/30 JS AT JOPF8605.0
Wednesday, December 01, 2010 Page 24 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/3/2010 1-181-182-000-24415:17 32 LI 244 JO 0-244 30/30 JS AT JOPF8505.0
9/3/2010 1-182-183-000-24315:35 13 PS 243 JO 0-243 30/30 JS AT JOPF8605.0
9/3/2010 1-183-184-000-24316:21 13 PS 243 JO 0-243 30/30 JS AT JOPF8605.0
9/3/2010 1-041-184-000-02216:30 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/3/2010 1-042-183-000-02216:34 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/3/2010 1-043-182-000-02216:36 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/3/2010 1-044-181-000-02216:39 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/3/2010 1-045-180-000-02216:42 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/3/2010 1-046-179-000-02216:45 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/3/2010 1-047-178-000-02216:48 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/3/2010 1-048-177-000-02216:51 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/3/2010 1-064-176-000-02216:54 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/3/2010 1-065-175-000-02216:57 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/3/2010 1-066-174-000-02217:00 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/3/2010 1-067-173-000-01117:15 75 MA 11 JO 0-11 VT TC VT JOPE500N/A
9/4/2010 1-185-186-000-24013:19 13 PS 240 JO 0-240 30/30 JS AT JOPF8605.0
Wednesday, December 01, 2010 Page 25 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/4/2010 1-173-185-000-24013:30 32 LI 240 JO 0-240 30/30 JS AT JOPF8505.0
9/4/2010 1-187-188-000-02213:30 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.5
9/4/2010 1-186-187-000-06813:35 10 MA 68 JO 0-68 30/30 JS AT JOPF8505.5
9/4/2010 1-186-188-000-17213:47 10 MA 172 JO 0-172 30/30 JS AT JOPF8505.5
9/4/2010 1-187-189-000-06813:57 13 PS 68 JO 0-68 30/30 JS AT JOPF8605.0
9/4/2010 1-188-189-000-17114:11 13 PS 171 JO 0-171 30/30 JS AT JOPF8605.0
9/4/2010 1-190-191-000-02214:14 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/4/2010 1-190-192-000-13714:15 10 MA 137 JO 0-137 30/30 JS AT JOPF8505.5
9/4/2010 1-189-190-000-13714:20 32 LI 137 JO 0-137 30/30 JS AT JOPF8505.0
9/4/2010 1-191-192-000-10114:35 10 MA 101 JO 0-101 30/30 JS AT JOPF8505.5
9/4/2010 1-193-194-000-02214:35 13 PS 22 JO 0-22 30/30 JS AT JOPF8605.0
9/4/2010 1-189-191-000-10214:40 32 LI 102 JO 0-102 30/30 JS AT JOPF8505.0
9/4/2010 1-192-193-000-20214:45 13 PS 202 JO 0-202 30/30 JS AT JOPF8605.0
9/4/2010 1-193-195-000-20214:55 10 MA 202 JO 0-202 30/30 JS AT JOPF8505.5
9/4/2010 1-195-196-000-22315:00 32 LI 223 JO 0-223 30/30 JS AT JOPF8505.0
9/4/2010 1-192-194-000-03815:12 13 PS 38 JO 0-38 30/30 JS AT JOPF8605.0
Wednesday, December 01, 2010 Page 26 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/4/2010 1-194-195-000-03015:26 10 MA 30 JO 0-30 30/30 JS AT JOPF8505.5
9/4/2010 1-197-198-000-02215:26 13 PS 22 JO 0-22 30/30 JS AT JOPF8605.0
9/4/2010 1-196-197-000-05915:32 13 PS 59 JO 0-59 30/30 JS AT JOPF8605.0
9/4/2010 1-411-412-000-02015:32 10 MA 20 MC 0-20 30/30 JS AT VHPF8505.5
9/4/2010 1-197-199-000-05815:40 10 MA 58 JO 0-58 30/30 JS AT JOPF8505.5
9/4/2010 1-199-200-000-19215:40 32 LI 192 JO 0-192 30/30 JS AT JOPF8505.0
9/4/2010 1-196-198-000-15015:41 13 PS 150 JO 0-150 30/30 JS AT JOPF8605.0
9/4/2010 1-198-199-000-14315:47 10 MA 143 JO 0-143 30/30 JS AT JOPF8505.5
9/4/2010 1-200-201-000-17716:10 13 PS 177 JO 0-177 30/30 JS AT JOPF8605.0
9/4/2010 1-078-185-000-02216:38 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/4/2010 1-079-186-000-02216:44 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/4/2010 1-084-193-000-02216:45 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.5
9/4/2010 1-080-187-000-02216:47 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/4/2010 1-085-195-000-02216:48 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.5
9/4/2010 1-081-189-000-02216:50 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/4/2010 1-086-196-000-02216:51 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.5
Wednesday, December 01, 2010 Page 27 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/4/2010 1-082-190-000-02216:53 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/4/2010 1-087-197-000-02216:55 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.5
9/4/2010 1-083-192-000-02216:56 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/4/2010 1-088-199-000-02216:58 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.5
9/4/2010 1-096-200-000-02217:02 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.5
9/4/2010 1-097-201-000-02217:06 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.5
9/6/2010 1-067-173-011-02213:30 75 MA 11 JO 11-22 VT TC VT JOPE500N/A
9/7/2010 1-201-202-000-17011:20 10 MA 170 JO 0-170 30/30 JS AT JOPF8505.0
9/7/2010 1-202-203-000-04211:34 13 PS 42 JO 0-42 30/30 JS AT JOPF8604.5
9/7/2010 1-203-204-000-02211:39 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/7/2010 1-202-204-000-11411:40 13 PS 114 JO 0-114 30/30 JS AT JOPF8604.5
9/7/2010 1-203-205-000-04211:47 32 LI 42 JO 0-42 30/30 JS AT JOPF8505.0
9/7/2010 1-204-205-000-10011:52 32 LI 100 JO 0-100 30/30 JS AT JOPF8505.0
9/7/2010 1-206-207-000-02211:55 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/7/2010 1-205-206-000-04812:05 13 PS 48 JO 0-48 30/30 JS AT JOPF8604.5
9/7/2010 1-208-209-000-02212:08 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
Wednesday, December 01, 2010 Page 28 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/7/2010 1-205-207-000-08812:10 13 PS 88 JO 0-88 30/30 JS AT JOPF8604.5
9/7/2010 1-206-208-000-04812:10 32 LI 48 JO 0-48 30/30 JS AT JOPF8505.0
9/7/2010 1-207-209-000-03412:13 10 MA 34 JO 0-34 30/30 JS AT JOPF8505.0
9/7/2010 1-207-208-000-04612:18 32 LI 46 JO 0-46 30/30 JS AT JOPF8505.0
9/7/2010 1-102-208-000-02213:27 13 PS 22 JO 0-22 30/30 JS AT JOPF8604.5
9/7/2010 1-098-202-000-02213:52 13 PS 22 JO 0-22 30/30 JS AT JOPF8604.5
9/7/2010 1-099-203-000-02213:56 13 PS 22 JO 0-22 30/30 JS AT JOPF8604.5
9/7/2010 1-100-205-000-02214:00 13 PS 22 JO 0-22 30/30 JS AT JOPF8604.5
9/7/2010 1-101-206-000-02214:03 13 PS 22 JO 0-22 30/30 JS AT JOPF8604.5
9/10/2010 1-210-211-000-0909:09 13 PS 90 JO 0-90 30/30 JS AT JOPF8604.5
9/10/2010 1-208-210-000-0969:10 32 LI 96 JO 0-96 30/30 JS AT JOPF8505.0
9/10/2010 1-209-210-000-0049:25 32 LI 4 JO 0-4 30/30 JS AT JOPF8505.0
9/10/2010 1-214-215-000-0499:29 13 PS 49 JO 0-49 30/30 JS AT JOPF8604.5
9/10/2010 1-211-212-000-0829:35 32 LI 82 JO 0-82 30/30 JS AT JOPF8505.0
9/10/2010 1-215-216-000-0389:43 13 PS 38 JO 0-38 30/30 JS AT JOPF8604.5
9/10/2010 1-212-213-000-0719:53 32 LI 71 JO 0-71 30/30 JS AT JOPF8505.0
Wednesday, December 01, 2010 Page 29 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/10/2010 1-216-217-000-0299:54 13 PS 29 JO 0-29 30/30 JS AT JOPF8604.5
9/10/2010 1-217-218-000-01910:05 13 PS 19 JO 0-19 30/30 JS AT JOPF8604.5
9/10/2010 1-218-219-000-00710:10 13 PS 7 JO 0-7 30/30 JS AT JOPF8604.5
9/10/2010 1-213-214-000-06010:11 32 LI 60 JO 0-60 30/30 JS AT JOPF8505.0
9/10/2010 1-111-210-000-02210:36 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/10/2010 1-112-211-000-02210:39 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/10/2010 1-113-212-000-02210:42 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/10/2010 1-114-213-000-02210:46 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/10/2010 1-115-214-000-02210:49 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/10/2010 1-119-215-000-01310:52 32 LI 13 JO 0-13 30/30 JS AT JOPF8505.0
9/10/2010 1-119-215-013-02210:59 32 LI 9 JO 13-22 30/30 JS AT JOPF8505.0
9/10/2010 1-131-216-000-02211:00 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/10/2010 1-132-217-000-02211:04 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/10/2010 1-133-218-000-02211:07 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/10/2010 1-134-219-000-01511:11 32 LI 15 JO 0-15 30/30 JS AT JOPF8505.0
9/10/2010 1-210-220-000-02516:10 13 PS 25 JO 0-25 30/30 JS AT JOPF8605.0
Wednesday, December 01, 2010 Page 30 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/10/2010 1-211-220-000-02516:15 13 PS 25 JO 0-25 30/30 JS AT JOPF8605.0
9/10/2010 1-212-220-000-02516:20 13 PS 25 JO 0-25 30/30 JS AT JOPF8605.0
9/10/2010 1-213-220-000-02416:23 13 PS 24 JO 0-24 30/30 JS AT JOPF8605.0
9/10/2010 1-214-220-000-02516:26 13 PS 25 JO 0-25 30/30 JS AT JOPF8605.0
9/10/2010 1-134-220-000-00816:30 32 LI 8 JO 0-8 30/30 JS AT JOPF8505.0
9/10/2010 1-215-220-000-02416:30 13 PS 24 JO 0-24 30/30 JS AT JOPF8605.0
9/10/2010 1-135-220-000-02416:31 32 LI 24 JO 0-24 30/30 JS AT JOPF8505.0
9/10/2010 1-216-220-000-02516:33 13 PS 25 JO 0-25 30/30 JS AT JOPF8605.0
9/10/2010 1-217-220-000-02516:36 13 PS 25 JO 0-25 30/30 JS AT JOPF8605.0
9/10/2010 1-218-220-000-02516:40 13 PS 25 JO 0-25 30/30 JS AT JOPF8605.0
9/10/2010 1-144-220-000-02516:41 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
9/10/2010 1-219-220-000-01716:44 13 PS 17 JO 0-17 30/30 JS AT JOPF8605.0
9/10/2010 1-145-220-000-02416:49 32 LI 24 JO 0-24 30/30 JS AT JOPF8505.0
9/10/2010 1-147-220-000-02516:54 32 LI 25 JO 00-25 30/30 JS AT JOPF8505.0
9/10/2010 1-149-220-000-02416:57 32 LI 24 JO 0-24 30/30 JS AT JOPF8505.0
9/10/2010 1-152-220-000-02517:01 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
Wednesday, December 01, 2010 Page 31 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/10/2010 1-156-220-000-02417:04 32 LI 24 JO 0-24 30/30 JS AT JOPF8505.0
9/10/2010 1-160-220-000-02517:08 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
9/10/2010 1-161-220-000-02517:11 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
9/11/2010 1-220-221-000-4338:20 13 PS 433 JO 0-433 30/30 JS AT JOPF8605.5
9/11/2010 1-220-221-433-5149:36 13 PS 81 JO 433-514 30/30 JS AT JOPF8605.5
9/13/2010 1-222-230-000-00313:00 75 MA 3 JO 0-3 VT TC VT JOPE500N/A
9/13/2010 1-222-228-000-00313:10 75 MA 3 JO 0-3 VT TC VT JOPE500N/A
9/13/2010 1-221-224-000-02213:12 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/13/2010 1-223-224-000-41513:17 13 PS 415 JO 0-415 30/30 JS AT JOPF8605.0
9/13/2010 1-192-223-000-02513:30 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
9/13/2010 1-194-223-000-02413:32 32 LI 24 JO 0-24 30/30 JS AT JOPF8505.0
9/13/2010 1-195-223-000-02513:37 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
9/13/2010 1-196-223-000-02413:42 32 LI 24 JO 0-24 30/30 JS AT JOPF8505.0
9/13/2010 1-198-223-000-02513:47 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
9/13/2010 1-199-223-000-01113:52 75 MA 11 JO 0-11 VT TC VT JOPE500N/A
9/13/2010 1-199-223-011-02413:52 32 LI 13 JO 11-24 30/30 JS AT JOPF8505.0
Wednesday, December 01, 2010 Page 32 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/13/2010 1-200-223-000-02513:57 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
9/13/2010 1-201-223-000-02414:02 32 LI 24 JO 0-24 30/30 JS AT JOPF8505.0
9/13/2010 1-202-223-000-02514:07 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
9/13/2010 1-204-223-000-02414:12 32 LI 24 JO 0-24 30/30 JS AT JOPF8505.0
9/13/2010 1-221-223-000-04314:19 13 PS 43 JO 0-43 30/30 JS AT JOPF8605.0
9/13/2010 1-207-223-000-02414:22 32 LI 24 JO 0-24 30/30 JS AT JOPF8505.0
9/13/2010 1-225-226-000-02014:23 32 LI 20 JO 0-20 30/30 JS AT JOPF8505.0
9/13/2010 1-209-223-000-01014:27 32 LI 10 JO 0-10 30/30 JS AT JOPF8505.0
9/13/2010 1-226-227-000-03114:29 32 LI 31 JO 0-31 30/30 JS AT JOPF8505.0
9/13/2010 1-220-223-000-02214:35 13 PS 22 JO 0-22 30/30 JS AT JOPF8605.0
9/13/2010 1-227-228-000-04114:36 32 LI 41 JO 0-41 30/30 JS AT JOPF8505.0
9/13/2010 1-228-229-000-04814:44 32 LI 48 JO 0-48 30/30 JS AT JOPF8505.0
9/13/2010 1-229-230-000-05914:45 13 PS 59 JO 0-59 30/30 JS AT JOPF8605.0
9/13/2010 1-192-225-000-01014:51 32 LI 10 JO 0-10 30/30 JS AT JOPF8505.0
9/13/2010 1-223-230-000-02515:14 13 PS 25 JO 0-25 30/30 JS AT JOPF8605.0
9/13/2010 1-223-229-000-02415:16 13 PS 24 JO 0-24 30/30 JS AT JOPF8605.0
Wednesday, December 01, 2010 Page 33 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/13/2010 1-223-228-000-02515:20 13 PS 25 JO 0-25 30/30 JS AT JOPF8605.0
9/13/2010 1-222-229-000-02215:23 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/13/2010 1-223-227-000-02415:23 13 PS 24 JO 0-24 30/30 JS AT JOPF8605.0
9/13/2010 1-223-226-000-02515:26 13 PS 25 JO 0-25 30/30 JS AT JOPF8605.0
9/13/2010 1-223-225-000-02415:30 13 PS 24 JO 0-24 30/30 JS AT JOPF8605.0
9/13/2010 1-173-230-011-02215:41 32 LI 11 JO 11-22 30/30 JS AT JOPF8505.0
9/13/2010 1-185-222-000-02215:42 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/13/2010 1-186-228-000-02215:46 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/13/2010 1-188-227-000-02215:51 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/13/2010 1-189-226-000-02215:54 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/13/2010 1-191-225-000-02215:57 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
9/14/2010 1-209-223-010-01710:45 84 LI 7 JO 10-17 VT TC VT JOPE500N/A
9/14/2010 1-209-220-000-00810:47 84 LI 8 JO 0-8 VT TC VT JOPE500N/A
9/14/2010 1-173-230-000-01113:34 84 LI 11 JO 0-11 VT TC VT JOPE500N/A
9/14/2010 1-205-223-000-02514:17 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
9/16/2010 1-136-220-000-0240:00 32 LI 24 JO 0-24 30/30 JS AT JOPF8505.0
Wednesday, December 01, 2010 Page 34 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/16/2010 1-231-232-000-2459:28 13 PS 245 JO 0-245 30/30 JS AT JOPF8604.5
9/16/2010 1-184-231-000-2459:30 10 MA 245 JO 0-245 30/30 JS AT JOPF8505.0
9/16/2010 1-162-232-000-02210:40 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/16/2010 1-163-232-000-02210:44 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/16/2010 1-164-232-000-02210:48 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/16/2010 1-165-232-000-02210:52 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/16/2010 1-039-232-000-02210:55 13 PS 22 JO 0-22 30/30 JS AT JOPF8604.5
9/16/2010 1-166-232-000-02210:56 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/16/2010 1-040-231-000-02211:00 13 PS 22 JO 0-22 30/30 JS AT JOPF8604.5
9/16/2010 1-167-232-000-02211:02 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/16/2010 1-168-232-000-02211:06 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/16/2010 1-169-232-000-02211:10 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/16/2010 1-170-232-000-02211:14 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/16/2010 1-171-232-000-02211:18 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/16/2010 1-172-232-000-02211:22 10 MA 22 JO 0-22 30/30 JS AT JOPF8505.0
9/16/2010 1-001-232-000-00614:00 84 LI 6 JO 0-6 VT TC VT JOPE530N/A
Wednesday, December 01, 2010 Page 35 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/17/2010 1-172-233-006-1029:33 32 LI 96 JO 6-102 30/30 JS AT JOPF8505.0
9/17/2010 1-233-234-000-1149:50 13 PS 114 JO 0-114 30/30 JS AT JOPF8604.5
9/17/2010 1-235-236-000-1179:55 10 MA 117 JO 0-117 30/30 JS AT JOPF8505.0
9/17/2010 1-236-237-000-11710:13 32 LI 117 JO 0-117 30/30 JS AT JOPF8505.0
9/17/2010 1-234-235-000-11610:23 13 PS 116 JO 0-116 30/30 JS AT JOPF8604.5
9/17/2010 1-237-238-000-13210:35 10 MA 132 JO 0-132 30/30 JS AT JOPF8505.0
9/17/2010 1-239-240-000-17612:38 32 LI 176 JO 0-176 30/30 JS AT JOPF8505.0
9/17/2010 1-240-241-037-17112:49 13 PS 134 JO 37-171 30/30 JS AT JOPF8604.5
9/17/2010 1-238-242-000-03013:20 10 MA 30 JO 0-30 30/30 JS AT JOPF8505.0
9/17/2010 1-238-242-030-12213:26 10 MA 92 JO 30-122 30/30 JS AT JOPF8505.0
9/17/2010 1-238-241-000-01813:50 10 MA 18 JO 0-18 30/30 JS AT JOPF8505.0
9/17/2010 1-241-242-025-03613:55 10 MA 11 JO 25-36 30/30 JS AT JOPF8505.0
9/17/2010 1-240-241-000-03714:26 32 LI 37 JO 0-37 30/30 JS AT JOPF8505.0
9/17/2010 1-242-243-000-10514:30 10 MA 105 JO 0-105 30/30 JS AT JOPF8505.0
9/17/2010 1-243-244-000-06314:40 13 PS 63 JO 0-63 30/30 JS AT JOPF8604.5
9/17/2010 1-244-245-000-02214:43 32 LI 22 JO 0-22 30/30 JS AT JOPF8505.0
Wednesday, December 01, 2010 Page 36 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/17/2010 1-241-245-000-02515:06 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
9/17/2010 1-241-244-000-04515:10 32 LI 45 JO 0-45 30/30 JS AT JOPF8505.0
9/17/2010 1-241-243-000-04815:20 32 LI 48 JO 0-48 30/30 JS AT JOPF8505.0
9/17/2010 1-241-242-000-02515:28 32 LI 25 JO 0-25 30/30 JS AT JOPF8505.0
9/18/2010 1-172-233-102-1138:20 84 LI 11 JO 102-113 VT TC VT JOPE500N/A
9/18/2010 1-172-233-000-0068:30 75 MA 6 JO 0-6 VT TC VT JOPE500N/A
9/20/2010 1-246-247-000-17610:03 13 PS 176 CL 0-176 30/30 JS AT JOPF8603.5
9/20/2010 1-239-246-006-15910:12 10 MA 153 CL 6-159 30/30 JS AT JOPF8503.5
9/20/2010 1-239-246-159-16910:53 10 MA 10 CL 159-169 30/30 JS AT JOPF8503.5
9/20/2010 1-239-246-000-00615:00 84 LI 6 CL 0-6 VT TC VT CLPE500N/A
9/21/2010 1-248-249-000-25413:17 32 LI 254 VH 0-254 30/30 JS AT VHPF8505.0
9/21/2010 1-250-251-000-10814:45 32 LI 108 VH 0-108 30/30 JS AT VHPF8505.0
9/21/2010 1-251-252-000-10914:50 13 PS 109 VH 0-109 30/30 JS AT VHPF8605.0
9/21/2010 1-252-253-000-10915:16 32 LI 109 VH 0-109 30/30 JS AT VHPF8505.0
9/21/2010 1-253-254-000-10915:23 13 PS 109 VH 0-109 30/30 JS AT VHPF8605.0
9/21/2010 1-224-248-000-02215:25 75 MA 22 JO 0-22 VT TC VT JOPE500N/A
Wednesday, December 01, 2010 Page 37 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/21/2010 1-223-249-000-01715:40 75 MA 17 JO 0-17 VT TC VT JOPE500N/A
9/21/2010 1-254-255-000-10915:45 32 LI 109 VH 1-109 30/30 JS AT VHPF8505.0
9/21/2010 1-250-256-000-00716:31 32 LI 7 VH 1-007 30/30 JS AT VHPF8505.0
9/21/2010 1-250-256-007-10116:33 32 LI 94 VH 0-94 30/30 JS AT VHPF8505.0
9/21/2010 1-256-257-000-09616:45 13 PS 96 VH 0-96 30/30 JS AT VHPF8605.0
9/21/2010 1-257-258-008-07616:58 32 LI 76 VH 8-76 30/30 JS AT VHPF8505.0
9/21/2010 1-239-249-000-00817:10 10 MA 8 VH 0-8 30/30 JS AT VHPF8505.0
9/21/2010 1-257-258-000-00817:11 32 LI 8 VH 0-8 30/30 JS AT VHPF8505.0
9/21/2010 1-246-249-000-01517:15 10 MA 15 VH 0-15 30/30 JS AT VHPF8503.5
9/21/2010 1-259-260-000-03617:15 13 PS 36 VH 0-36 30/30 JS AT VHPF8605.0
9/21/2010 1-258-259-000-05917:27 32 LI 59 VH 0-59 30/30 JS AT VHPF8505.0
9/21/2010 1-261-262-000-08217:50 13 PS 82 VH 0-82 30/30 JS AT VHPF8605.0
9/21/2010 1-230-261-000-07118:00 10 MA 71 VH 0-71 30/30 JS AT VHPF8505.0
9/21/2010 1-262-263-000-09218:06 13 PS 92 VH 0-92 30/30 JS AT VHPF8604.5
9/21/2010 1-263-264-000-10218:07 32 LI 102 VH 0-102 30/30 JS AT VHPF8505.0
9/21/2010 1-264-265-000-11318:18 10 MA 113 VH 0-113 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 38 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/21/2010 1-265-266-000-12318:27 32 LI 123 VH 0-133 30/30 JS AT VHPF8505.0
9/21/2010 1-266-267-000-13318:30 13 PS 133 VH 0-133 30/30 JS AT VHPF8604.5
9/21/2010 1-267-268-000-14318:47 10 MA 143 VH 0-143 30/30 JS AT VHPF8505.0
9/21/2010 1-268-269-000-15219:02 32 LI 152 VH 0-152 30/30 JS AT VHPF8505.0
9/21/2010 1-269-270-000-16319:03 13 PS 163 VH 0-163 30/30 JS AT VHPF8604.5
9/21/2010 1-270-271-000-17219:20 10 MA 172 VH 0-172 30/30 JS AT VHPF8505.0
9/21/2010 1-271-272-000-17519:30 32 LI 175 VH 0-175 30/30 JS AT VHPF8505.0
9/21/2010 1-272-273-000-12019:35 13 PS 120 VH 0-120 30/30 JS AT VHPF8604.5
9/21/2010 1-249-271-000-01620:00 10 MA 16 VH 0-16 30/30 JS AT VHPF8504.0
9/21/2010 1-249-270-000-02420:05 10 MA 24 VH 0-24 30/30 JS AT VHPF8504.0
9/21/2010 1-249-269-000-02420:10 10 MA 24 VH 0-24 30/30 JS AT VHPF8504.0
9/21/2010 1-249-268-000-02420:15 10 MA 24 VH 0-24 30/30 JS AT VHPF8504.0
9/21/2010 1-249-267-000-02420:20 10 MA 24 VH 0-24 30/30 JS AT VHPF8504.0
9/21/2010 1-249-266-000-02420:25 10 MA 24 VH 0-24 30/30 JS AT VHPF8504.0
9/21/2010 1-249-265-000-02420:30 10 MA 24 VH 0-24 30/30 JS AT VHPF8504.0
9/21/2010 1-249-264-000-02520:35 10 MA 25 VH 0-25 30/30 JS AT VHPF8504.0
Wednesday, December 01, 2010 Page 39 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/21/2010 1-232-273-000-02020:37 32 LI 20 VH 0-20 30/30 JS AT VHPF8505.0
9/21/2010 1-249-263-000-02520:40 10 MA 25 VH 0-25 30/30 JS AT VHPF8504.5
9/21/2010 1-231-272-000-02220:42 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/21/2010 1-184-271-000-02220:45 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/21/2010 1-233-273-000-02220:45 13 PS 22 VH 0-22 30/30 JS AT VHPF8604.5
9/21/2010 1-249-262-000-02520:45 10 MA 25 VH 0-25 30/30 JS AT VHPF8504.5
9/21/2010 1-183-270-000-02220:49 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/21/2010 1-234-273-000-02220:49 13 PS 22 VH 0-22 30/30 JS AT VHPF8604.5
9/21/2010 1-249-261-000-02220:50 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
9/21/2010 1-182-269-000-02220:52 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/21/2010 1-181-268-000-02220:55 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/21/2010 1-235-273-000-02220:55 13 PS 22 VH 0-22 30/30 JS AT VHPF8604.5
9/21/2010 1-236-273-000-02220:57 13 PS 22 VH 0-22 30/30 JS AT VHPF8604.5
9/21/2010 1-180-267-000-02220:58 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/21/2010 1-179-266-000-02221:00 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/21/2010 1-237-273-000-02621:02 13 PS 26 VH 0-26 30/30 JS AT VHPF8604.5
Wednesday, December 01, 2010 Page 40 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/21/2010 1-238-273-000-00521:05 13 PS 5 VH 0-5 30/30 JS AT VHPF8604.5
9/21/2010 1-238-272-000-01921:06 13 PS 19 VH 0-19 30/30 JS AT VHPF8604.5
9/21/2010 1-241-272-000-01521:07 13 PS 15 VH 0-15 30/30 JS AT VHPF8604.5
9/21/2010 1-240-272-000-02221:11 13 PS 22 VH 0-22 30/30 JS AT VHPF8604.5
9/21/2010 1-178-265-000-02221:12 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/21/2010 1-239-272-000-00321:14 13 PS 3 VH 0-3 30/30 JS AT VHPF8604.5
9/21/2010 1-177-264-000-02221:15 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/21/2010 1-239-271-000-01221:15 13 PS 12 VH 0-12 30/30 JS AT VHPF8604.5
9/21/2010 1-176-263-000-02221:19 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/21/2010 1-175-262-000-02221:22 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/21/2010 1-174-261-000-02221:26 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/1/2010 1-255-274-000-10613:45 32 LI 106 VH 0-106 30/30 JS AT VHPF8505.0
10/1/2010 1-274-275-000-10613:50 29 PS 106 VH 0-106 30/30 JS AT VHPF8505.5
10/1/2010 1-275-276-000-10613:50 10 MA 106 VH 0-106 30/30 JS AT VHPF8505.5
10/1/2010 1-278-279-000-10614:10 32 LI 106 VH 0-106 30/30 JS AT VHPF8505.0
10/1/2010 1-279-280-000-10614:20 10 MA 106 VH 0-106 30/30 JS AT VHPF8505.5
Wednesday, December 01, 2010 Page 41 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/1/2010 1-276-277-000-10614:25 29 PS 106 VH 0-106 30/30 JS AT VHPF8505.5
10/1/2010 1-277-278-000-10614:44 29 PS 106 VH 0-106 30/30 JS AT VHPF8505.5
10/1/2010 1-280-281-000-10614:48 32 LI 106 VH 0-106 30/30 JS AT VHPF8505.0
10/1/2010 1-281-282-000-10514:48 10 MA 105 VH 0-105 30/30 JS AT VHPF8505.0
10/1/2010 1-247-284-000-12918:40 32 LI 129 VH 0-129 30/30 JS AT VHPF8503.5
10/1/2010 1-257-283-000-02818:40 10 MA 28 VH 0-28 30/30 JS AT VHPF8505.0
10/1/2010 1-258-283-000-03318:45 10 MA 33 VH 0-33 30/30 JS AT VHPF8505.0
10/1/2010 1-283-284-000-03518:45 29 PS 35 CE 0-35 30/30 JS AT VHPF8505.3
10/1/2010 1-259-283-000-03318:50 10 MA 33 VH 0-33 30/30 JS AT VHPF8505.0
10/1/2010 1-283-284-035-16718:50 29 PS 132 CE 35-167 30/30 JS AT VHPF8505.3
10/1/2010 1-260-283-000-03318:55 10 MA 33 VH 0-33 30/30 JS AT VHPF8505.0
10/2/2010 1-287-288-000-15313:40 10 MA 153 CE 0-153 30/30 JS AT VHPF8505.5
10/2/2010 1-285-286-000-09113:44 32 LI 91 CE 0-91 30/30 JS AT VHPF8505.0
10/2/2010 1-288-289-000-02614:10 29 PS 26 CE 0-26 30/30 JS AT VHPF8505.5
10/2/2010 1-289-290-000-02214:15 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-289-291-000-05814:20 10 MA 58 CE 0-58 30/30 JS AT VHPF8505.5
Wednesday, December 01, 2010 Page 42 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/2/2010 1-286-287-000-12614:21 32 LI 126 CE 0-126 30/30 JS AT VHPF8505.0
10/2/2010 1-290-291-000-15814:30 10 MA 158 CE 0-158 30/30 JS AT VHPF8505.5
10/2/2010 1-292-293-000-02214:45 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-291-292-000-09514:50 32 LI 95 CE 0-95 30/30 JS AT VHPF8505.0
10/2/2010 1-292-294-000-12714:55 29 PS 127 CE 0-127 30/30 JS AT VHPF8505.5
10/2/2010 1-295-296-000-02215:00 10 MA 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-291-293-000-15315:08 32 LI 153 CE 0-153 30/30 JS AT VHPF8505.0
10/2/2010 1-293-294-000-15315:10 29 PS 153 CE 0-153 30/30 JS AT VHPF8505.5
10/2/2010 1-294-295-000-05415:10 10 MA 54 CE 0-54 30/30 JS AT VHPF8505.5
10/2/2010 1-294-296-000-25715:20 10 MA 257 CE 0-257 30/30 JS AT VHPF8505.5
10/2/2010 1-297-298-000-01115:30 29 PS 11 CE 0-11 30/30 JS AT VHPF8505.5
10/2/2010 1-295-297-000-06815:38 32 LI 68 CE 0-68 30/30 JS AT VHPF8505.0
10/2/2010 1-296-297-000-07315:48 32 LI 73 CE 0-73 30/30 JS AT VHPF8505.0
10/2/2010 1-296-298-000-18615:58 32 LI 186 CE 0-186 30/30 JS AT VHPF8505.0
10/2/2010 1-250-297-000-02016:05 29 PS 20 CE 0-20 30/30 JS AT VHPF8505.5
10/2/2010 1-251-297-000-02216:10 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
Wednesday, December 01, 2010 Page 43 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/2/2010 1-252-297-000-02216:12 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-253-297-000-02216:14 29 PS 14 CE 0-14 30/30 JS AT VHPF8505.5
10/2/2010 1-254-297-000-02216:16 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-255-297-000-02216:25 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-274-297-000-00716:29 29 PS 7 CE 0-7 30/30 JS AT VHPF8505.5
10/2/2010 1-274-298-000-01516:30 29 PS 15 CE 0-15 30/30 JS AT VHPF8505.5
10/2/2010 1-275-298-000-02216:31 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-276-298-000-02216:33 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-277-298-000-02216:35 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-278-298-000-02216:39 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-279-298-000-02216:41 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-280-298-000-02216:43 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-281-298-000-02216:45 29 PS 22 CE 0-22 30/30 JS AT VHPF8505.5
10/2/2010 1-282-298-000-01316:49 29 PS 13 CE 0-13 30/30 JS AT VHPF8505.5
10/2/2010 1-283-299-000-01017:25 84 FV 10 CE 0-10 VT TC VT VHPE500N/A
10/2/2010 1-256-297-000-00717:30 84 FV 7 CE 0-7 VT TC VT VHPE500N/A
Wednesday, December 01, 2010 Page 44 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/2/2010 1-283-297-000-01717:30 84 FV 17 MC 0-17 VT TC VT MCPE550N/A
10/2/2010 1-283-295-000-01617:34 84 FV 16 MC 0-16 VT TC VT MCPE550N/A
10/2/2010 1-284-299-000-01217:40 84 FV 12 CE 0-12 VT TC VT VHPE500N/A
10/2/2010 1-295-299-000-01817:51 32 LI 18 CE 0-18 30/30 JS AT VHPF8505.0
10/2/2010 1-294-299-000-03917:55 32 LI 39 CE 0-39 30/30 JS AT VHPF8505.0
10/2/2010 1-292-299-000-03818:00 32 LI 38 CE 0-38 30/30 JS AT VHPF8505.0
10/2/2010 1-291-299-000-03818:05 32 LI 38 CE 0-38 30/30 JS AT VHPF8505.0
10/2/2010 1-289-299-000-03918:11 32 LI 39 CE 0-39 30/30 JS AT VHPF8505.0
10/2/2010 1-288-290-000-15918:15 32 LI 159 CE 0-159 30/30 JS AT VHPF8505.0
10/2/2010 1-288-299-000-03918:15 32 LI 39 CE 0-39 30/30 JS AT VHPF8505.0
10/2/2010 1-287-299-000-03818:20 32 LI 38 CE 0-38 30/30 JS AT VHPF8505.0
10/2/2010 1-286-299-000-03818:26 32 LI 38 CE 0-38 30/30 JS AT VHPF8505.0
10/2/2010 1-285-299-000-03918:30 32 LI 39 CE 0-39 30/30 JS AT VHPF8505.0
10/2/2010 1-299-389-000-03318:38 32 LI 33 CE 0-33 30/30 JS AT VHPF8505.0
10/5/2010 1-282-300-000-0108:54 32 LI 10 VH 0-10 30/30 JS AT VHPF8505.0
10/5/2010 1-282-300-010-0958:54 32 LI 85 VH 0-85 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 45 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/5/2010 1-282-300-095-1049:02 32 LI 9 VH 0-9 30/30 JS AT VHPF8505.0
10/5/2010 1-300-301-000-1059:04 29 PS 105 VH 0-105 30/30 JS AT VHPF8505.5
10/5/2010 1-301-302-000-0609:05 10 MA 60 VH 0-60 30/30 JS AT VHPF8505.0
10/5/2010 1-301-302-060-1059:12 10 MA 45 VH 60-105 30/30 JS AT VHPF8505.0
10/5/2010 1-302-303-000-1059:35 32 LI 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-304-305-000-1059:35 10 MA 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-303-304-000-10510:05 29 PS 105 VH 0-105 30/30 JS AT VHPF8505.5
10/5/2010 1-306-307-000-10510:08 29 PS 105 CE 0-105 30/30 JS AT VHPF8505.5
10/5/2010 1-307-308-000-02210:08 10 MA 22 MC 0-22 30/30 JS AT VHPF8505.0
10/5/2010 1-305-306-000-10510:10 32 LI 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-307-308-022-03810:15 10 MA 16 VH 22-38 30/30 JS AT VHPF8505.0
10/5/2010 1-313-314-000-10510:20 10 MA 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-307-308-038-10510:25 29 PS 67 VH 38-105 30/30 JS AT VHPF8505.5
10/5/2010 1-308-309-000-10510:43 32 LI 105 MC 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-310-311-000-10510:50 10 MA 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-309-310-000-10510:51 29 PS 105 VH 0-105 30/30 JS AT VHPF8505.5
Wednesday, December 01, 2010 Page 46 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/5/2010 1-311-312-000-10511:06 32 LI 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-312-313-000-10511:17 29 PS 105 VH 0-105 30/30 JS AT VHPF8505.5
10/5/2010 1-314-315-000-10511:30 32 LI 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-315-316-000-10511:45 29 PS 105 VH 0-105 30/30 JS AT VHPF8505.5
10/5/2010 1-316-317-000-10511:45 10 MA 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-317-318-000-10513:00 10 MA 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-318-319-000-10513:10 32 LI 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-319-320-000-10513:18 29 PS 105 VH 0-105 30/30 JS AT VHPF8505.5
10/5/2010 1-320-321-000-10513:30 29 PS 105 VH 0-105 30/30 JS AT VHPF8505.5
10/5/2010 1-321-322-000-10513:39 32 LI 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-322-323-000-10513:40 10 MA 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-325-326-000-10513:55 10 MA 105 VH 0-105 30/30 JS AT VHPF8505.0
10/5/2010 1-324-325-000-10514:05 29 PS 105 VH 0-105 30/30 JS AT VHPF8505.5
10/5/2010 1-323-324-000-10514:10 32 LI 105 VH 0-105 30/30 JS AT VHPF8505.0
10/8/2010 1-282-327-000-00814:30 32 LI 8 VH 0-8 30/30 JS AT VHPF8505.0
10/8/2010 1-300-327-000-02214:36 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 47 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/8/2010 1-301-327-000-02214:41 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-302-327-000-02214:43 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-303-327-000-02214:45 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-304-327-000-02214:49 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-305-327-000-02214:51 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-306-327-000-02214:55 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-307-327-000-02214:57 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-308-327-000-02215:00 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-309-327-000-02215:03 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-310-327-000-02215:07 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-311-327-000-02215:10 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-312-327-000-02215:13 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-313-327-000-02215:16 32 LI 22 VH 0-22 30/30 JS AT CEPF8505.0
10/8/2010 1-314-327-000-02215:19 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-315-327-000-02215:23 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-316-327-000-02215:26 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 48 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/8/2010 1-317-327-000-02215:28 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-318-327-000-02215:32 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-319-327-000-02215:35 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-320-327-000-02215:38 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-321-327-000-02215:41 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-322-327-000-02215:45 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-323-327-000-02215:48 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/8/2010 1-324-327-000-01515:51 32 LI 15 VH 0-15 30/30 JS AT VHPF8505.0
10/9/2010 1-328-329-000-5519:36 32 LI 551 CE 0-551 30/30 JS AT CEPF8505.0
10/9/2010 1-329-330-000-5519:40 29 PS 551 CE 0-551 30/30 JS AT CEPF8505.5
10/9/2010 1-331-332-000-02210:40 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-332-333-000-02210:50 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-333-334-000-02211:00 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-330-331-000-03911:02 29 PS 39 CE 0-39 30/30 JS AT CEPF8505.5
10/9/2010 1-334-335-000-02211:06 32 LI 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-330-332-000-10511:08 29 PS 105 CE 0-105 30/30 JS AT CEPF8505.5
Wednesday, December 01, 2010 Page 49 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/9/2010 1-336-337-000-02211:20 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-330-333-000-10711:21 29 PS 107 CE 0-107 30/30 JS AT CEPF8505.5
10/9/2010 1-331-336-000-03911:30 32 LI 39 CE 0-39 30/30 JS AT CEPF8505.0
10/9/2010 1-337-338-000-02211:30 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-338-339-000-02211:30 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-330-334-000-12511:34 29 PS 125 CE 0-125 30/30 JS AT CEPF8505.5
10/9/2010 1-332-336-000-04211:35 32 LI 42 CE 0-42 30/30 JS AT CEPF8505.0
10/9/2010 1-332-337-000-06411:40 32 LI 64 CE 0-64 30/30 JS AT CEPF8505.0
10/9/2010 1-339-340-000-02211:40 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-330-335-000-17111:50 29 PS 171 CE 0-171 30/30 JS AT CEPF8505.5
10/9/2010 1-333-337-000-04711:50 32 LI 47 CE 0-47 30/30 JS AT CEPF8505.0
10/9/2010 1-335-339-000-11911:50 10 MA 119 CE 0-119 30/30 JS AT CEPF8505.0
10/9/2010 1-333-338-000-06011:56 32 LI 60 CE 0-60 30/30 JS AT CEPF8505.0
10/9/2010 1-334-338-000-12512:10 32 LI 125 CE 0-125 30/30 JS AT CEPF8505.0
10/9/2010 1-335-340-000-05012:10 10 MA 50 CE 0-50 30/30 JS AT CEPF8505.0
10/9/2010 1-341-342-000-02213:30 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
Wednesday, December 01, 2010 Page 50 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/9/2010 1-336-341-000-08113:40 32 LI 81 CE 0-81 30/30 JS AT CEPF8505.0
10/9/2010 1-340-342-000-04013:40 10 MA 40 CE 0-40 30/30 JS AT CEPF8505.0
10/9/2010 1-343-344-000-02213:45 29 PS 22 CE 0-22 30/30 JS AT CEPF8505.5
10/9/2010 1-344-345-000-02213:50 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-337-341-000-10913:51 32 LI 109 MC 0-109 30/30 JS AT CEPF8505.0
10/9/2010 1-341-343-000-05813:55 29 PS 58 CE 0-58 30/30 JS AT CEPF8505.5
10/9/2010 1-345-346-000-02214:00 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-341-344-000-10814:01 29 PS 108 CE 0-108 30/30 JS AT CEPF8505.5
10/9/2010 1-338-341-000-18614:07 32 LI 186 CE 0-186 30/30 JS AT CEPF8505.0
10/9/2010 1-346-347-000-02214:10 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-341-345-000-09714:13 29 PS 97 CE 0-97 30/30 JS AT CEPF8505.5
10/9/2010 1-347-348-000-02214:20 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-341-346-000-11414:25 29 PS 114 CE 0-114 30/30 JS AT CEPF8505.5
10/9/2010 1-348-349-000-02214:30 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-339-341-000-11914:34 32 LI 119 CE 0-119 30/30 JS AT CEPF8505.0
10/9/2010 1-341-347-000-09414:38 29 PS 94 CE 0-94 30/30 JS AT CEPF8505.5
Wednesday, December 01, 2010 Page 51 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/9/2010 1-342-348-000-01014:40 10 MA 10 CE 0-10 30/30 JS AT CEPF8505.0
10/9/2010 1-342-349-000-03014:42 10 MA 30 CE 0-30 30/30 JS AT CEPF8505.0
10/9/2010 1-341-348-000-08514:49 29 PS 85 CE 0-85 30/30 JS AT CEPF8505.5
10/9/2010 1-340-341-000-06114:50 32 LI 61 CE 0-61 30/30 JS AT CEPF8505.0
10/9/2010 1-355-356-000-02215:00 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-351-352-000-02215:10 29 PS 22 CE 0-22 30/30 JS AT CEPF8505.5
10/9/2010 1-354-355-000-02215:10 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-350-357-000-09915:20 32 LI 99 CE 0-99 30/30 JS AT CEPF8505.0
10/9/2010 1-353-354-000-02215:20 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-350-351-000-02215:21 29 PS 22 CE 0-22 30/30 JS AT CEPF8505.5
10/9/2010 1-346-354-000-04515:25 10 MA 45 CE 0-45 30/30 JS AT CEPF8505.0
10/9/2010 1-352-353-000-02215:30 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/9/2010 1-347-354-000-03615:35 10 MA 36 CE 0-36 30/30 JS AT CEPF8505.0
10/9/2010 1-351-357-000-09215:35 32 LI 92 CE 0-92 30/30 JS AT CEPF8505.0
10/9/2010 1-343-350-000-05915:36 29 PS 59 CE 0-59 30/30 JS AT CEPF8505.5
10/9/2010 1-347-355-000-05815:40 10 MA 58 CE 0-58 30/30 JS AT CEPF8505.0
Wednesday, December 01, 2010 Page 52 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/9/2010 1-352-357-000-05515:44 32 LI 55 CE 0-55 30/30 JS AT CEPF8505.0
10/9/2010 1-344-350-000-04115:45 29 PS 41 CE 0-41 30/30 JS AT CEPF8505.5
10/9/2010 1-344-351-000-06715:49 29 PS 67 CE 0-67 30/30 JS AT CEPF8505.5
10/9/2010 1-348-355-000-03715:50 10 MA 37 CE 0-37 30/30 JS AT CEPF8505.0
10/9/2010 1-348-356-000-05815:55 10 MA 58 CE 0-58 30/30 JS AT CEPF8505.0
10/9/2010 1-345-351-000-02415:56 29 PS 24 CE 0-24 30/30 JS AT CEPF8505.5
10/9/2010 1-345-352-000-05516:00 29 PS 55 CE 0-55 30/30 JS AT CEPF8505.5
10/9/2010 1-349-356-000-02916:04 10 MA 29 CE 0-29 30/30 JS AT CEPF8505.0
10/9/2010 1-345-353-000-01816:06 29 PS 18 CE 0-18 30/30 JS AT CEPF8505.5
10/9/2010 1-353-357-000-08716:06 32 LI 87 CE 0-87 30/30 JS AT CEPF8505.0
10/9/2010 1-346-353-000-06916:10 29 PS 69 CE 0-69 30/30 JS AT CEPF8505.5
10/9/2010 1-354-357-000-08116:15 32 LI 81 CE 0-81 30/30 JS AT CEPF8505.0
10/9/2010 1-327-357-003-27316:23 32 LI 270 CE 3-273 30/30 JS AT CEPF8505.0
10/9/2010 1-327-357-273-55416:23 29 PS 281 CE 273-554 30/30 JS AT CEPF8505.0
10/9/2010 1-327-357-000-00316:25 32 LI 3 CE 0-3 30/30 JS AT CEPF8505.0
10/9/2010 1-355-357-000-09516:25 10 MA 95 CE 0-95 30/30 JS AT CEPF8505.0
Wednesday, December 01, 2010 Page 53 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/9/2010 1-356-357-000-04716:40 10 MA 47 CE 0-47 30/30 JS AT CEPF8505.0
10/10/2010 1-285-328-000-0228:50 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/10/2010 1-286-329-000-0228:55 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/10/2010 1-287-330-000-0229:00 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/10/2010 1-290-336-000-0229:00 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/10/2010 1-288-331-000-0229:05 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/10/2010 1-291-341-000-0229:10 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/10/2010 1-293-343-000-0229:15 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/10/2010 1-294-350-000-0229:25 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/10/2010 1-296-357-000-0229:30 10 MA 22 CE 0-22 30/30 JS AT CEPF8505.0
10/10/2010 1-298-357-000-0039:35 10 MA 3 CE 0-3 30/30 JS AT CEPF8505.0
10/10/2010 1-298-327-000-0089:36 10 MA 8 CE 0-8 30/30 JS AT CEPF8505.0
10/11/2010 1-326-358-008-09713:30 32 LI 89 MC 8-97 30/30 AO AT VHPF8505.0
10/11/2010 1-358-359-000-09813:35 29 PS 98 MC 0-98 30/30 AO AT VHPF8505.5
10/11/2010 1-359-360-000-09814:00 29 PS 98 MC 0-98 30/30 AO AT VHPF8505.5
10/11/2010 1-360-361-000-09714:02 32 LI 97 MC 0-97 30/30 AO AT VHPF8505.0
Wednesday, December 01, 2010 Page 54 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/11/2010 1-363-364-000-09614:15 10 MA 96 MC 0-96 30/30 AO AT VHPF8505.0
10/11/2010 1-362-363-000-09714:30 29 PS 97 MC 0-97 30/30 AO AT VHPF8505.5
10/11/2010 1-361-362-000-09714:33 32 LI 97 MC 0-97 30/30 AO AT VHPF8505.0
10/11/2010 1-365-366-000-09514:40 10 MA 95 MC 0-95 30/30 AO AT VHPF8505.0
10/11/2010 1-364-365-000-09515:00 29 PS 95 MC 0-95 30/30 AO AT VHPF8505.5
10/11/2010 1-326-358-000-00816:20 75 RC 8 MC 0-8 VT JS VT VHPE530N/A
10/12/2010 1-367-368-000-02210:21 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/12/2010 1-369-370-000-08210:30 29 PS 82 VH 0-82 30/30 JS AT VHPF8505.5
10/12/2010 1-370-371-000-02210:30 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.0
10/12/2010 1-367-369-000-19010:37 32 LI 190 VH 0-190 30/30 JS AT VHPF8505.0
10/12/2010 1-370-372-000-07810:40 10 MA 78 VH 0-78 30/30 JS AT VHPF8505.0
10/12/2010 1-369-371-000-23310:41 29 PS 233 VH 0-233 30/30 JS AT VHPF8505.5
10/12/2010 1-371-372-000-14910:54 10 MA 149 VH 0-149 30/30 JS AT VHPF8505.0
10/12/2010 1-368-369-000-03611:07 32 LI 36 VH 0-36 30/30 JS AT VHPF8505.0
10/12/2010 1-368-369-036-11811:17 32 LI 82 VH 36-118 30/30 JS AT VHPF8505.0
10/12/2010 1-373-374-000-02211:17 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.5
Wednesday, December 01, 2010 Page 55 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/12/2010 1-372-374-000-17411:27 29 PS 174 VH 0-174 30/30 JS AT VHPF8505.5
10/12/2010 1-374-375-000-17411:35 32 LI 174 VH 0-174 30/30 JS AT VHPF8505.0
10/12/2010 1-375-376-000-37511:40 10 MA 375 VH 0-375 30/30 JS AT VHPF8505.0
10/12/2010 1-372-373-000-15011:52 29 PS 150 VH 0-150 30/30 JS AT VHPF8505.5
10/12/2010 1-373-375-000-15012:09 32 LI 150 VH 0-150 30/30 JS AT VHPF8505.0
10/12/2010 1-376-377-000-16913:10 10 MA 169 MC 0-169 30/30 JS AT VHPF8505.2
10/12/2010 1-376-378-000-21013:29 29 PS 210 MC 0-210 30/30 JS AT VHPF8505.5
10/12/2010 1-377-378-000-02213:30 32 LI 22 MC 0-22 30/30 JS AT VHPF8505.0
10/12/2010 1-378-379-000-16413:39 32 LI 164 MC 0-164 30/30 JS AT VHPF8505.0
10/12/2010 1-377-379-000-17114:01 32 LI 171 MC 0-171 30/30 JS AT VHPF8505.0
10/12/2010 1-382-383-000-07314:10 10 MA 73 VH 0-73 30/30 JS AT VHPF8505.2
10/12/2010 1-368-382-000-03614:35 29 PS 36 VH 0-36 30/30 JS AT VHPF8505.5
10/12/2010 1-380-381-000-04114:50 32 LI 41 VH 0-41 30/30 JS AT VHPF8505.0
10/12/2010 1-383-384-000-01214:55 10 MA 12 VH 0-12 30/30 JS AT VHPF8505.2
10/12/2010 1-383-384-012-02914:56 10 MA 29 VH 12-29 30/30 JS AT VHPF8505.2
10/12/2010 1-380-382-000-06015:00 32 LI 60 VH 0-60 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 56 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/12/2010 1-384-385-000-00715:00 10 MA 7 VH 0-7 30/30 JS AT VHPF8505.2
10/12/2010 1-366-382-000-02515:07 29 PS 25 MC 0-25 30/30 JS AT VHPF8505.5
10/12/2010 1-368-381-000-03815:13 32 LI 38 VH 0-38 30/30 JS AT VHPF8505.0
10/12/2010 1-368-380-000-03915:20 32 LI 39 VH 0-39 30/30 JS AT VHPF8505.0
10/12/2010 1-328-386-000-02215:22 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.5
10/12/2010 1-366-385-000-00715:25 10 MA 7 VH 0-7 30/30 JS AT VHPF8505.2
10/12/2010 1-366-384-000-03315:27 10 MA 33 MC 0-33 30/30 JS AT VHPF8505.2
10/12/2010 1-378-386-000-04015:29 29 PS 40 VH 0-40 30/30 JS AT VHPF8505.5
10/12/2010 1-387-388-000-01115:38 32 LI 11 VH 0-11 30/30 JS AT VHPF8505.0
10/12/2010 1-379-386-000-02215:40 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.5
10/12/2010 1-367-387-000-12615:58 32 LI 126 VH 0-126 30/30 JS AT VHPF8505.0
10/12/2010 1-367-388-000-10616:00 29 PS 106 VH 0-106 30/30 JS AT VHPF8505.5
10/12/2010 1-324-388-000-01216:54 29 PS 12 MC 0-12 30/30 JS AT VHPF8505.5
10/12/2010 1-325-388-000-02216:55 29 PS 22 MC 0-22 30/30 JS AT VHPF8505.5
10/12/2010 1-326-388-000-02216:59 29 PS 22 MC 0-22 30/30 JS AT VHPF8505.5
10/12/2010 1-358-388-000-02217:00 29 PS 22 MC 0-22 30/30 JS AT VHPF8505.5
Wednesday, December 01, 2010 Page 57 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/12/2010 1-359-388-000-02217:04 29 PS 22 MC 0-22 30/30 JS AT VHPF8505.5
10/12/2010 1-360-388-000-00617:06 29 PS 6 MC 0-6 30/30 JS AT VHPF8505.5
10/12/2010 1-360-387-000-01617:07 29 PS 16 MC 0-16 30/30 JS AT VHPF8505.5
10/12/2010 1-361-387-000-02217:09 29 PS 22 MC 0-22 30/30 JS AT VHPF8505.5
10/12/2010 1-362-387-000-02217:12 29 PS 22 MC 0-22 30/30 JS AT VHPF8505.5
10/12/2010 1-363-387-000-02217:14 29 PS 22 MC 0-22 30/30 JS AT VHPF8505.5
10/12/2010 1-364-387-000-00517:17 29 PS 5 MC 0-5 30/30 JS AT VHPF8505.5
10/12/2010 1-364-387-005-02217:19 29 PS 17 MC 5-22 30/30 JS AT VHPF8505.5
10/12/2010 1-365-387-000-01817:21 29 PS 18 MC 0-18 30/30 JS AT VHPF8505.5
10/12/2010 1-366-387-000-00717:25 29 PS 7 MC 0-7 30/30 JS AT VHPF8505.5
10/13/2010 1-329-378-000-0228:06 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-330-376-000-0228:10 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-335-375-000-0228:12 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-340-375-000-0488:20 29 PS 48 VH 0-48 30/30 JS AT VHPF8505.0
10/13/2010 1-340-374-000-0228:56 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-342-372-000-0229:00 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/13/2010 1-349-370-000-0229:02 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-356-369-000-0229:05 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-356-367-000-0369:10 29 PS 36 VH 0-36 30/30 JS AT VHPF8505.0
10/13/2010 1-357-367-000-0229:25 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-327-388-000-0099:29 29 PS 9 VH 0-9 30/30 JS AT VHPF8505.0
10/13/2010 1-285-389-000-05510:30 10 MA 55 VH 0-55 30/30 JS AT VHPF8505.5
10/13/2010 1-389-390-000-53910:30 32 LI 539 MC 0-539 30/30 JS AT VHPF8505.0
10/13/2010 1-328-389-000-38610:40 10 MA 386 VH 0-386 30/30 JS AT VHPF8505.5
10/13/2010 1-390-391-000-52210:40 29 PS 522 VH 0-522 30/30 JS AT VHPF8505.0
10/13/2010 1-328-389-386-50011:47 10 MA 114 VH 386-500 30/30 JS AT VHPF8505.5
10/13/2010 1-390-393-000-02211:50 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-328-399-000-04112:45 10 MA 41 VH 0-41 30/30 JS AT VHPF8505.5
10/13/2010 1-389-399-000-02212:50 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-391-393-000-02712:51 29 PS 27 VH 0-27 30/30 JS AT VHPF8505.0
10/13/2010 1-390-399-000-01612:55 10 MA 16 MC 0-16 30/30 JS AT VHPF8505.5
10/13/2010 1-393-399-000-02512:58 10 MA 25 VH 0-25 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 59 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/13/2010 1-391-392-000-51613:02 29 PS 516 VH 0-516 30/30 JS AT VHPF8505.0
10/13/2010 1-394-395-000-02213:09 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-397-398-000-02213:10 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-395-396-000-02213:20 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/13/2010 1-392-394-000-12413:23 32 LI 124 VH-MC 0-124 30/30 JS AT VHPF8505.0
10/13/2010 1-396-397-000-02213:30 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/13/2010 1-392-395-000-11713:40 32 LI 117 VH-MC 0-117 30/30 JS AT VHPF8505.0
10/13/2010 1-392-397-000-03213:40 10 MA 32 VH 0-32 30/30 JS AT VHPF8505.5
10/13/2010 1-392-397-032-08313:45 10 MA 51 MC 32-83 30/30 JS AT VHPF8505.5
10/13/2010 1-392-398-000-06313:55 10 MA 63 VH 0-63 30/30 JS AT VHPF8505.5
10/13/2010 1-392-396-000-10013:57 32 LI 100 VH-MC 0-100 30/30 JS AT VHPF8505.0
10/13/2010 1-400-401-000-02214:14 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-394-400-000-07514:22 29 PS 75 MC 0-75 30/30 JS AT VHPF8505.0
10/13/2010 1-402-403-000-02214:25 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/13/2010 1-401-402-000-02214:29 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-397-403-000-05414:30 10 MA 54 VH 0-54 30/30 JS AT VHPF8505.5
Wednesday, December 01, 2010 Page 60 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/13/2010 1-394-401-000-01714:31 29 PS 17 MC 0-17 30/30 JS AT VHPF8505.0
10/13/2010 1-395-401-000-05814:34 29 PS 58 MC 0-58 30/30 JS AT VHPF8505.0
10/13/2010 1-398-403-000-06314:40 10 MA 63 VH 0-63 30/30 JS AT VHPF8505.5
10/13/2010 1-395-402-000-05914:41 29 PS 59 MC 0-59 30/30 JS AT VHPF8505.0
10/13/2010 1-404-405-000-02214:47 32 LI 22 MC 0-22 30/30 JS AT VHPF8505.0
10/13/2010 1-396-402-000-09914:48 29 PS 99 MC 0-99 30/30 JS AT VHPF8505.0
10/13/2010 1-400-404-000-04314:55 32 LI 43 MC 0-43 30/30 JS AT VHPF8505.0
10/13/2010 1-405-406-000-02214:55 10 MA 22 MC 0-22 30/30 JS AT VHPF8505.5
10/13/2010 1-397-402-000-03115:00 29 PS 31 MC 0-31 30/30 JS AT VHPF8505.0
10/13/2010 1-403-405-000-04715:00 10 MA 47 MC 0-47 30/30 JS AT VHPF8505.5
10/13/2010 1-400-405-000-00715:02 32 LI 7 MC 0-7 30/30 JS AT VHPF8505.0
10/13/2010 1-401-405-000-07515:03 32 LI 75 MC 0-75 30/30 JS AT VHPF8505.0
10/13/2010 1-403-406-000-07215:09 10 MA 72 MC 0-72 30/30 JS AT VHPF8505.5
10/13/2010 1-402-405-000-18915:14 32 LI 189 MC 0-189 30/30 JS AT VHPF8505.0
10/13/2010 1-404-407-000-01215:20 29 PS 12 MC 0-12 30/30 JS AT VHPF8505.0
10/13/2010 1-405-407-000-31815:22 29 PS 318 MC 0-318 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 61 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/13/2010 1-408-409-000-02215:28 10 MA 22 MC 0-22 30/30 JS AT VHPF8505.5
10/13/2010 1-407-408-000-15515:40 10 MA 155 MC 0-155 30/30 JS AT VHPF8505.5
10/13/2010 1-408-410-000-12515:55 32 LI 125 MC 0-125 30/30 JS AT VHPF8505.0
10/13/2010 1-406-407-000-07215:59 29 PS 72 MC 0-72 30/30 JS AT VHPF8505.0
10/13/2010 1-407-409-000-22316:00 10 MA 223 MC 0-223 30/30 JS AT VHPF8505.5
10/13/2010 1-409-410-000-20416:13 32 LI 204 MC 0-204 30/30 JS AT VHPF8505.0
10/13/2010 1-410-412-000-28816:21 29 PS 288 MC 0-288 30/30 JS AT VHPF8505.0
10/13/2010 1-410-411-000-02216:30 10 MA 22 MC 0-22 30/30 JS AT VHPF8505.5
10/13/2010 1-409-411-000-02016:35 10 MA 20 MC 0-20 30/30 JS AT VHPF8505.5
10/13/2010 1-413-414-000-02216:50 10 MA 22 MC 0-22 30/30 JS AT VHPF8505.5
10/13/2010 1-412-413-000-20716:55 32 LI 207 MC 0-207 30/30 JS AT VHPF8505.0
10/13/2010 1-412-414-000-06617:00 10 MA 66 MC 0-66 30/30 JS AT VHPF8505.5
10/14/2010 1-328-415-000-01110:25 10 MA 11 VH 0-11 30/30 JS AT VHPF8505.5
10/14/2010 1-386-415-000-04410:27 10 MA 44 VH 0-44 30/30 JS AT VHPF8505.5
10/14/2010 1-379-415-000-21210:35 10 MA 212 VH 0-212 30/30 JS AT VHPF8505.5
10/14/2010 1-415-417-000-14310:51 29 PS 143 VH 0-143 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 62 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/14/2010 1-379-416-000-08810:55 32 LI 88 VH 0-88 30/30 JS AT VHPF8505.0
10/14/2010 1-379-415-212-24311:08 10 MA 31 VH 212-243 30/30 JS AT VHPF8505.5
10/14/2010 1-417-418-000-02211:14 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/14/2010 1-421-423-000-02011:14 29 PS 20 VH 0-20 30/30 JS AT VHPF8505.0
10/14/2010 1-415-418-000-15711:18 29 PS 157 VH 0-15 30/30 JS AT VHPF8505.0
10/14/2010 1-416-419-000-10011:20 32 LI 100 VH 0-100 30/30 JS AT VHPF8505.0
10/14/2010 1-420-421-000-02211:32 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/14/2010 1-422-424-000-10312:35 32 LI 103 VH 0-103 30/30 JS AT VHPF8505.0
10/14/2010 1-419-422-000-10112:38 32 LI 101 VH 0-101 30/30 JS AT VHPF8505.0
10/14/2010 1-420-423-000-28612:39 29 PS 286 VH 0-286 30/30 JS AT VHPF8505.0
10/14/2010 1-417-420-000-14212:40 10 MA 142 VH 0-142 30/30 JS AT VHPF8505.5
10/14/2010 1-418-420-000-14313:10 10 MA 143 VH 0-143 30/30 JS AT VHPF8505.5
10/14/2010 1-418-421-000-01713:20 10 MA 17 VH 0-17 30/30 JS AT VHPF8505.5
10/14/2010 1-423-425-000-30813:20 29 PS 308 VH 0-308 30/30 JS AT VHPF8505.0
10/14/2010 1-427-428-000-02213:28 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/14/2010 1-425-427-000-13313:35 10 MA 133 VH 0-133 30/30 JS AT VHPF8505.5
Wednesday, December 01, 2010 Page 63 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/14/2010 1-424-426-000-10413:47 13 LI 104 VH 0-104 30/30 JS AT VHPF8505.0
10/14/2010 1-425-428-000-17813:50 10 MA 178 VH 0-178 30/30 JS AT VHPF8505.5
10/14/2010 1-427-430-000-13014:05 29 PS 130 VH 0-130 30/30 JS AT VHPF8505.0
10/14/2010 1-426-429-000-10514:10 13 LI 105 VH 0-105 30/30 JS AT VHPF8505.0
10/14/2010 1-430-431-000-02214:15 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/14/2010 1-428-430-000-12414:20 29 PS 124 VH 0-124 30/30 JS AT VHPF8505.0
10/14/2010 1-433-434-000-02214:25 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/14/2010 1-428-431-000-05814:35 29 PS 58 VH 0-58 30/30 JS AT VHPF8505.0
10/14/2010 1-433-436-000-27214:35 10 MA 272 VH 0-272 30/30 JS AT VHPF8505.5
10/14/2010 1-429-432-000-10614:40 13 LI 106 VH 0-106 30/30 JS AT VHPF8505.0
10/14/2010 1-430-433-000-25514:48 29 PS 255 VH 0-255 30/30 JS AT VHPF8505.0
10/14/2010 1-432-435-000-10715:04 13 LI 107 VH 0-107 30/30 JS AT VHPF8505.0
10/14/2010 1-434-436-000-04915:12 10 MA 49 VH 0-49 30/30 JS AT VHPF8505.5
10/14/2010 1-431-433-000-01615:20 29 PS 16 VH 0-16 30/30 JS AT VHPF8505.0
10/14/2010 1-440-441-000-02215:20 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/14/2010 1-431-434-000-04315:21 29 PS 43 VH 0-43 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 64 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/14/2010 1-436-438-000-32215:30 29 PS 322 VH 0-322 30/30 JS AT VHPF8505.0
10/14/2010 1-438-440-000-11715:30 10 MA 117 VH 0-117 30/30 JS AT VHPF8505.5
10/14/2010 1-435-437-000-10815:34 13 LI 108 VH 0-108 30/30 JS AT VHPF8505.0
10/14/2010 1-443-444-000-02215:40 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/14/2010 1-438-441-000-20915:43 10 MA 209 VH 0-209 30/30 JS AT VHPF8505.5
10/14/2010 1-441-444-000-10915:45 10 MA 109 VH 0-109 30/30 JS AT VHPF8505.5
10/14/2010 1-437-439-000-10916:04 13 LI 109 VH 0-109 30/30 JS AT VHPF8505.0
10/14/2010 1-440-443-000-11316:22 29 PS 113 VH 0-113 30/30 JS AT VHPF8505.0
10/14/2010 1-439-442-000-10916:26 13 LI 109 VH 0-109 30/30 JS AT VHPF8505.0
10/14/2010 1-441-443-000-10316:37 29 PS 103 VH 0-103 30/30 JS AT VHPF8505.0
10/14/2010 1-428-429-000-02216:40 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/14/2010 1-425-426-000-02216:44 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/14/2010 1-423-424-000-02216:48 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/14/2010 1-421-422-000-02216:52 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/14/2010 1-418-419-000-02216:56 10 MA 22 VH 0-22 30/30 JS AT VHPF8505.5
10/14/2010 1-441-442-000-01817:00 13 LI 18 VH 0-18 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 65 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/14/2010 1-438-439-000-02217:03 13 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/14/2010 1-439-458-000-02217:03 13 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/14/2010 1-436-437-000-02217:06 13 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/14/2010 1-434-435-000-02217:09 13 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/14/2010 1-431-432-000-02217:12 13 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
10/15/2010 1-414-443-000-0228:00 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/15/2010 1-412-440-000-1859:07 29 PS 185 VH 0-185 30/30 JS AT VHPF8505.0
10/15/2010 1-411-438-000-0229:11 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/15/2010 1-409-436-000-0229:15 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/15/2010 1-407-433-000-0229:19 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/15/2010 1-406-430-000-0229:24 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/15/2010 1-403-427-000-0229:27 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/15/2010 1-398-425-000-0229:30 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/15/2010 1-392-423-000-0229:34 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/15/2010 1-391-420-000-0229:38 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/15/2010 1-393-417-000-0229:42 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 66 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/15/2010 1-399-415-000-0229:46 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.0
10/16/2010 1-445-446-000-0109:22 42 RC 10 GM 0-10 30/30 JS AT GMPF8506.5
10/16/2010 1-413-445-000-1779:35 29 PS 177 GM 0-177 30/30 JS AT GMPF8505.0
10/16/2010 1-447-448-000-0229:45 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
10/16/2010 1-446-448-000-0459:55 10 MA 45 GM 0-45 30/30 JS AT GMPF8505.0
10/16/2010 1-414-445-000-0389:59 29 PS 38 GM 0-38 30/30 JS AT GMPF8505.0
10/16/2010 1-442-451-000-10910:00 32 LI 109 GM 0-109 30/30 JS AT GMPF8505.0
10/16/2010 1-446-447-000-46010:02 10 MA 460 GM 0-460 30/30 JS AT GMPF8505.0
10/16/2010 1-443-445-000-21810:06 29 PS 218 GM 0-218 30/30 JS AT GMPF8505.0
10/16/2010 1-451-452-000-12110:28 32 LI 121 GM 0-121 30/30 JS AT GMPF8505.0
10/16/2010 1-444-445-000-04510:38 29 PS 45 GM 0-45 30/30 JS AT GMPF8505.0
10/16/2010 1-444-445-045-09110:48 29 PS 46 GM 45-91 30/30 JS AT GMPF8505.0
10/16/2010 1-452-453-000-12010:52 32 LI 120 GM 0-120 30/30 JS AT GMPF8505.0
10/16/2010 1-444-445-091-10011:00 29 PS 9 GM 91-100 30/30 JS AT GMPF8505.0
10/16/2010 1-449-450-000-02211:05 42 RC 22 GM 0-22 30/30 JS AT GMPF8506.5
10/16/2010 1-450-455-000-02211:05 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 67 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/16/2010 1-447-455-000-15111:07 29 PS 151 GM 0-151 30/30 JS AT GMPF8505.0
10/16/2010 1-449-457-000-00811:07 42 RC 8 GM 0-8 30/30 JS AT GMPF8506.5
10/16/2010 1-450-457-000-03211:10 42 RC 22 GM 0-32 30/30 JS AT GMPF8506.5
10/16/2010 1-448-449-000-01611:15 29 PS 16 GM 0-16 30/30 JS AT GMPF8505.0
10/16/2010 1-447-449-000-01911:18 29 PS 19 GM 0-19 30/30 JS AT GMPF8505.0
10/16/2010 1-458-460-000-02211:19 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
10/16/2010 1-447-450-000-03311:22 29 PS 33 GM 0-33 30/30 JS AT GMPF8505.0
10/16/2010 1-457-458-000-10411:25 10 MA 104 GM 0-104 30/30 JS AT GMPF8505.0
10/16/2010 1-453-454-000-10011:30 32 LI 100 GM 0-100 30/30 JS AT GMPF8505.0
10/16/2010 1-455-457-000-43611:40 42 RC 436 GM 0-436 30/30 JS AT GMPF8506.5
10/16/2010 1-457-460-000-34711:40 10 MA 347 GM 0-347 30/30 JS AT GMPF8505.0
10/16/2010 1-447-455-151-25311:48 29 PS 102 GM 0-102 30/30 JS AT GMPF8505.0
10/16/2010 1-454-456-000-10012:50 32 LI 100 GM 0-100 30/30 JS AT GMPF8505.0
10/16/2010 1-456-459-000-10113:10 32 LI 101 GM 0-101 30/30 JS AT GMPF8505.0
10/16/2010 1-464-465-000-02213:25 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.5
10/16/2010 1-458-462-000-07513:30 29 PS 75 GM 0-75 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 68 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/16/2010 1-462-464-000-04113:30 10 MA 41 GM 0-41 30/30 JS AT GMPF8505.5
10/16/2010 1-459-461-000-10113:33 32 LI 101 GM 0-101 30/30 JS AT GMPF8505.0
10/16/2010 1-462-465-000-35913:38 10 MA 359 GM 0-359 30/30 JS AT GMPF8505.5
10/16/2010 1-460-462-000-34713:39 29 PS 347 GM 0-347 30/30 JS AT GMPF8505.0
10/16/2010 1-467-468-000-02213:40 42 RC 22 GM 0-22 30/30 JS AT GMPF8506.5
10/16/2010 1-464-467-000-01213:48 29 RC 12 GM 0-12 30/30 JS AT GMPF8506.5
10/16/2010 1-465-467-000-08013:50 42 RC 80 GM 0-80 30/30 JS AT GMPF8506.5
10/16/2010 1-461-463-000-10014:00 32 LI 100 GM 0-100 30/30 JS AT GMPF8505.0
10/16/2010 1-465-468-000-28614:03 42 RC 286 GM 0-286 30/30 JS AT GMPF8506.5
10/16/2010 1-463-466-000-09914:23 32 LI 99 GM 0-99 30/30 JS AT GMPF8505.0
10/16/2010 1-467-470-000-05914:26 29 PS 59 GM 0-59 30/30 JS AT GMPF8505.0
10/16/2010 1-470-472-000-02214:30 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.5
10/16/2010 1-468-470-000-06714:33 29 PS 67 GM 0-67 30/30 JS AT GMPF8505.0
10/16/2010 1-471-474-000-02214:40 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.5
10/16/2010 1-470-471-000-06414:45 10 MA 64 GM 0-64 30/30 JS AT GMPF8505.5
10/16/2010 1-466-469-000-09714:48 32 LI 97 GM 0-97 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 69 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/16/2010 1-470-474-000-03514:55 10 MA 35 GM 0-35 30/30 JS AT GMPF8505.5
10/16/2010 1-471-477-000-03514:55 42 RC 35 GM 0-35 30/30 JS AT GMPF8506.5
10/16/2010 1-474-477-000-23014:58 42 RC 230 GM 0-230 30/30 JS AT GMPF8506.5
10/16/2010 1-472-474-000-19415:00 10 MA 194 GM 0-194 30/30 JS AT GMPF8505.5
10/16/2010 1-469-473-000-09815:10 32 LI 98 GM 0-98 30/30 JS AT GMPF8505.0
10/16/2010 1-474-475-000-02215:11 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/16/2010 1-472-475-000-02815:25 10 MA 28 GM 0-28 30/30 JS AT GMPF8505.5
10/16/2010 1-479-480-000-02215:27 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/16/2010 1-477-479-000-02915:36 29 PS 29 GM 0-29 30/30 JS AT GMPF8505.0
10/16/2010 1-475-477-000-03115:38 42 RC 31 GM 0-31 30/30 JS AT GMPF8506.5
10/16/2010 1-479-482-000-00215:39 10 MA 2 GM 0-2 30/30 JS AT GMPF8505.5
10/16/2010 1-473-476-000-10015:40 32 LI 100 GM 0-100 30/30 JS AT GMPF8505.0
10/16/2010 1-477-480-000-24515:40 29 PS 245 GM 0-245 30/30 JS AT GMPF8505.0
10/16/2010 1-480-482-000-18315:40 10 MA 183 GM 0-183 30/30 JS AT GMPF8505.5
10/16/2010 1-482-484-000-02215:50 42 RC 22 GM 0-22 30/30 JS AT GMPF8506.5
10/16/2010 1-480-484-000-06316:05 10 MA 63 GM 0-63 30/30 JS AT GMPF8505.5
Wednesday, December 01, 2010 Page 70 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/16/2010 1-483-486-000-02216:05 42 RC 22 GM 0-22 30/30 JS AT GMPF8506.5
10/16/2010 1-476-478-000-09816:07 32 LI 98 GM 0-98 30/30 JS AT GMPF8505.0
10/16/2010 1-482-483-000-03916:10 42 RC 39 GM 0-39 30/30 JS AT GMPF8506.5
10/16/2010 1-472-473-000-02016:17 29 PS 20 GM 0-20 30/30 JS AT GMPF8505.0
10/16/2010 1-481-485-000-09916:18 10 MA 99 GM 0-99 30/30 JS AT GMPF8505.5
10/16/2010 1-482-486-000-11716:18 42 RC 117 GM 0-117 30/30 JS AT GMPF8506.5
10/16/2010 1-468-469-000-02016:19 29 PS 20 GM 0-20 30/30 JS AT GMPF8505.0
10/16/2010 1-468-473-000-00216:19 29 PS 2 GM 0-2 30/30 JS AT GMPF8505.0
10/16/2010 1-465-466-000-02216:21 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/16/2010 1-465-469-000-00216:21 29 PS 2 GM 0-2 30/30 JS AT GMPF8505.0
10/16/2010 1-462-463-000-02216:24 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/16/2010 1-478-481-000-09816:27 32 LI 98 GM 0-98 30/30 JS AT GMPF8505.0
10/16/2010 1-460-461-000-02216:28 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/16/2010 1-457-459-000-02216:33 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/16/2010 1-455-456-000-02216:36 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.5
10/16/2010 1-484-486-000-06616:36 42 RC 66 GM 0-66 30/30 JS AT GMPF8506.5
Wednesday, December 01, 2010 Page 71 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/16/2010 1-447-454-000-02216:38 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/16/2010 1-475-476-000-02016:38 32 LI 20 GM 0-20 30/30 JS AT GMPF8505.0
10/16/2010 1-447-453-000-02416:40 29 PS 24 GM 0-24 30/30 JS AT GMPF8505.0
10/16/2010 1-485-487-000-10016:40 10 MA 100 GM 0-100 30/30 JS AT GMPF8505.5
10/16/2010 1-468-472-000-21916:42 29 PS 219 GM 0-219 30/30 JS AT GMPF8505.0
10/16/2010 1-446-453-000-01216:46 32 PS 12 GM 0-12 30/30 JS AT GMPF8505.0
10/16/2010 1-446-452-000-01116:48 29 PS 11 GM 0-11 30/30 JS AT GMPF8505.0
10/16/2010 1-445-452-000-00916:51 29 PS 9 GM 0-9 30/30 JS AT GMPF8505.0
10/16/2010 1-472-476-000-00216:51 32 LI 2 GM 0-2 30/30 JS AT GMPF8505.0
10/16/2010 1-445-451-000-01116:53 29 PS 11 GM 0-11 30/30 JS AT GMPF8505.0
10/16/2010 1-444-451-000-01516:55 29 PS 15 GM 0-15 30/30 JS AT GMPF8505.0
10/16/2010 1-486-487-000-01916:56 32 LI 19 GM 0-19 30/30 JS AT GMPF8505.0
10/16/2010 1-484-485-000-02016:59 32 LI 20 GM 0-20 30/30 JS AT GMPF8505.0
10/16/2010 1-484-487-000-00316:59 32 LI 3 GM 0-3 30/30 JS AT GMPF8505.0
10/16/2010 1-480-481-000-02017:03 32 LI 20 GM 0-20 30/30 JS AT GMPF8505.0
10/16/2010 1-480-485-000-00217:03 32 LI 2 GM 0-2 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 72 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/16/2010 1-477-478-000-02017:05 32 LI 20 GM 0-20 30/30 JS AT GMPF8505.0
10/16/2010 1-477-481-000-00217:05 32 LI 2 GM 0-2 30/30 JS AT GMPF8505.0
10/16/2010 1-475-478-000-00217:08 32 LI 2 GM 0-2 30/30 JS AT GMPF8505.0
10/17/2010 1-445-446-010-1009:00 42 RC 90 GM 0-90 30/30 JS AT GMPF8506.5
10/17/2010 1-445-446-100-52910:05 42 RC 429 GM 0-429 30/30 JS AT GMPF8506.5
10/17/2010 1-414-445-037-06511:00 29 PS 28 GM 0-28 30/30 JS AT GMPF8505.0
10/18/2010 1-483-488-000-0147:58 10 MA 14 GM 0-14 30/30 JS AT GMPF8505.0
10/18/2010 1-488-490-000-0228:00 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-486-488-000-0628:02 10 MA 62 GM 0-62 30/30 JS AT GMPF8505.0
10/18/2010 1-487-491-000-0988:06 32 LI 98 GM 0-98 30/30 JS AT GMPF8505.0
10/18/2010 1-486-490-000-1248:10 10 MA 124 GM 0-124 30/30 JS AT GMPF8505.0
10/18/2010 1-489-492-000-0228:10 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-488-489-000-0378:19 29 PS 37 GM 0-37 30/30 JS AT GMPF8505.0
10/18/2010 1-488-492-000-0148:20 29 PS 14 GM 0-14 30/30 JS AT GMPF8505.0
10/18/2010 1-490-492-000-1288:26 29 PS 128 GM 0-128 30/30 JS AT GMPF8505.0
10/18/2010 1-491-493-000-0978:32 32 LI 97 GM 0-97 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 73 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/18/2010 1-494-496-000-0228:40 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-489-494-000-0088:44 10 MA 8 GM 0-8 30/30 JS AT GMPF8505.0
10/18/2010 1-492-494-000-0488:45 10 MA 48 GM 0-48 30/30 JS AT GMPF8505.5
10/18/2010 1-493-497-000-1018:50 32 LI 101 GM 0-101 30/30 JS AT GMPF8505.0
10/18/2010 1-494-495-000-0268:50 29 PS 26 GM 0-26 30/30 JS AT GMPF8505.0
10/18/2010 1-492-496-000-0958:54 10 MA 95 GM 0-95 30/30 JS AT GMPF8505.0
10/18/2010 1-495-498-000-0228:54 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-495-496-000-0229:05 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-496-498-000-0789:08 29 PS 78 GM 0-78 30/30 JS AT GMPF8505.0
10/18/2010 1-501-502-000-0229:15 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-495-502-000-0189:20 29 PS 18 GM 0-18 30/30 JS AT GMPF8505.0
10/18/2010 1-497-499-000-1039:22 32 LI 103 GM 0-103 30/30 JS AT GMPF8505.0
10/18/2010 1-502-503-000-0169:22 10 MA 16 GM 0-16 30/30 JS AT GMPF8505.0
10/18/2010 1-498-502-000-0259:24 29 PS 25 GM 0-25 30/30 JS AT GMPF8505.0
10/18/2010 1-501-503-000-0619:25 10 MA 61 GM 0-61 30/30 JS AT GMPF8505.0
10/18/2010 1-498-501-000-0579:27 29 PS 57 GM 0-57 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 74 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/18/2010 1-504-506-000-1019:45 10 MA 101 GM 0-101 30/30 JS AT GMPF8505.0
10/18/2010 1-503-505-000-0539:46 29 PS 53 GM 0-53 30/30 JS AT GMPF8505.0
10/18/2010 1-499-500-000-1019:49 32 LI 101 GM 0-101 30/30 JS AT GMPF8505.0
10/18/2010 1-505-507-000-0259:55 29 PS 25 GM 0-25 30/30 JS AT GMPF8505.0
10/18/2010 1-506-508-000-09810:13 10 MA 98 GM 0-98 30/30 JS AT GMPF8505.0
10/18/2010 1-500-504-000-10110:15 32 LI 101 GM 0-101 30/30 JS AT GMPF8505.0
10/18/2010 1-507-508-000-01810:42 29 PS 18 GM 0-18 30/30 JS AT GMPF8505.0
10/18/2010 1-510-511-000-06410:45 10 MA 64 GM 0-64 30/30 JS AT GMPF8505.0
10/18/2010 1-505-506-000-01810:47 29 PS 18 GM 0-18 30/30 JS AT GMPF8505.0
10/18/2010 1-505-508-000-00410:47 29 PS 4 GM 0-4 30/30 JS AT GMPF8505.0
10/18/2010 1-503-506-000-00410:49 29 PS 4 GM 0-4 30/30 JS AT GMPF8505.0
10/18/2010 1-503-504-000-01810:50 29 PS 18 GM 0-18 30/30 JS AT GMPF8505.0
10/18/2010 1-508-509-000-10410:51 32 LI 104 GM 0-104 30/30 JS AT GMPF8505.0
10/18/2010 1-501-504-000-00410:52 29 PS 4 GM 0-4 30/30 JS AT GMPF8505.0
10/18/2010 1-500-501-000-01810:53 29 PS 18 GM 0-18 30/30 JS AT GMPF8505.0
10/18/2010 1-498-500-000-00410:55 29 PS 4 GM 0-4 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 75 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/18/2010 1-498-499-000-01810:56 29 PS 18 GM 0-18 30/30 JS AT GMPF8505.0
10/18/2010 1-496-499-000-00410:58 29 PS 4 GM 0-4 30/30 JS AT GMPF8505.0
10/18/2010 1-496-497-000-01910:59 29 PS 19 GM 0-19 30/30 JS AT GMPF8505.0
10/18/2010 1-511-512-000-04411:00 10 MA 44 GM 0-44 30/30 JS AT GMPF8505.0
10/18/2010 1-492-497-000-00311:01 29 PS 3 GM 0-3 30/30 JS AT GMPF8505.0
10/18/2010 1-492-493-000-01911:02 29 PS 19 GM 0-19 30/30 JS AT GMPF8505.0
10/18/2010 1-490-493-000-00411:04 29 PS 4 GM 0-4 30/30 JS AT GMPF8505.0
10/18/2010 1-490-491-000-01911:05 29 PS 19 GM 0-19 30/30 JS AT GMPF8505.0
10/18/2010 1-486-491-000-00311:07 29 PS 3 VH 0-22 30/30 JS AT VHPF8505.0
10/18/2010 1-512-513-000-02311:11 10 MA 23 GM 0-23 30/30 JS AT GMPF8505.0
10/18/2010 1-509-510-000-08611:20 32 LI 86 GM 0-86 30/30 JS AT GMPF8505.0
10/18/2010 1-513-514-000-03211:20 10 MA 32 GM 0-32 30/30 JS AT GMPF8505.0
10/18/2010 1-512-514-000-03111:24 10 MA 31 GM 0-31 30/30 JS AT GMPF8505.0
10/18/2010 1-511-514-000-03011:30 10 MA 30 GM 0-30 30/30 JS AT GMPF8505.0
10/18/2010 1-510-514-000-03111:35 10 MA 31 GM 0-31 30/30 JS AT GMPF8505.0
10/18/2010 1-509-514-000-00811:40 10 MA 8 GM 0-8 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 76 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/18/2010 1-515-516-000-24713:49 29 PS 247 GM 0-247 30/30 JS AT GMPF8505.0
10/18/2010 1-161-518-000-26114:05 10 MA 261 GM 0-261 30/30 JS AT GMPF8505.5
10/18/2010 1-143-519-000-09914:16 32 LI 99 GM 0-99 30/30 JS AT GMPF8505.0
10/18/2010 1-516-517-000-02214:27 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-515-517-000-05614:32 29 PS 56 GM 0-56 30/30 JS AT GMPF8505.0
10/18/2010 1-520-521-000-02214:47 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-519-522-000-10014:49 32 LI 100 GM 0-100 30/30 JS AT GMPF8505.0
10/18/2010 1-518-521-000-13814:56 29 PS 138 GM 0-138 30/30 JS AT GMPF8505.0
10/18/2010 1-447-455-253-43615:00 29 PS 183 GM 0-183 30/30 JS AT GMPF8505.0
10/18/2010 1-220-516-000-01915:10 10 MA 19 GM 0-19 30/30 JS AT GMPF8505.5
10/18/2010 1-220-515-000-00415:13 10 MA 4 GM 0-4 30/30 JS AT GMPF8505.5
10/18/2010 1-518-520-000-10715:14 29 PS 107 GM 0-107 30/30 JS AT GMPF8505.0
10/18/2010 1-522-524-000-09915:14 32 LI 99 GM 0-99 30/30 JS AT GMPF8505.0
10/18/2010 1-221-515-000-01415:15 10 MA 14 GM 0-14 30/30 CG AT MCPF8505.5
10/18/2010 1-521-523-000-13715:20 10 MA 137 GM 0-137 30/30 JS AT GMPF8505.5
10/18/2010 1-523-525-000-02215:32 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 77 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/18/2010 1-524-527-000-09915:35 32 LI 99 GM 0-99 30/30 JS AT GMPF8505.0
10/18/2010 1-520-523-000-05815:40 10 MA 58 GM 0-58 30/30 JS AT GMPF8505.5
10/18/2010 1-523-526-000-19315:41 29 PS 193 GM 0-193 30/30 JS AT GMPF8505.0
10/18/2010 1-525-526-000-02715:47 29 PS 27 GM 0-27 30/30 JS AT GMPF8505.0
10/18/2010 1-520-525-000-03515:50 10 MA 35 GM 0-35 30/30 JS AT GMPF8505.5
10/18/2010 1-527-530-000-09916:00 32 LI 99 GM 0-99 30/30 JS AT GMPF8505.0
10/18/2010 1-528-529-000-02216:00 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.5
10/18/2010 1-526-529-000-09316:05 10 MA 93 GM 0-93 30/30 JS AT GMPF8505.5
10/18/2010 1-529-531-000-08916:15 29 PS 89 GM 0-89 30/30 JS AT GMPF8505.0
10/18/2010 1-526-528-000-10616:18 10 MA 106 GM 0-106 30/30 JS AT GMPF8505.5
10/18/2010 1-530-532-000-10016:19 32 LI 100 GM 0-100 30/30 JS AT GMPF8505.0
10/18/2010 1-528-531-000-10016:27 29 PS 100 GM 0-100 30/30 JS AT GMPF8505.0
10/18/2010 1-532-536-000-10016:40 32 LI 100 GM 0-100 30/30 JS AT GMPF8505.0
10/18/2010 1-534-535-000-02216:40 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.5
10/18/2010 1-531-535-000-01516:48 10 MA 15 GM 0-15 30/30 JS AT GMPF8505.5
10/18/2010 1-533-534-000-02216:48 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 78 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/18/2010 1-531-534-000-13416:50 10 MA 134 GM 0-134 30/30 JS AT GMPF8505.5
10/18/2010 1-516-518-000-02116:59 29 PS 21 GM 0-21 30/30 JS AT GMPF8505.0
10/18/2010 1-516-520-000-02417:02 29 PS 24 GM 0-24 30/30 JS AT GMPF8505.0
10/18/2010 1-536-538-000-09917:03 32 LI 99 GM 0-99 30/30 JS AT GMPF8505.0
10/18/2010 1-516-525-000-02617:05 29 PS 26 GM 0-26 30/30 JS AT GMPF8505.0
10/18/2010 1-516-526-000-02517:09 29 PS 25 GM 0-25 30/30 JS AT GMPF8505.0
10/18/2010 1-531-533-000-02617:09 10 MA 26 GM 0-26 30/30 JS AT GMPF8505.0
10/18/2010 1-534-537-000-01317:13 10 MA 13 GM 0-13 30/30 JS AT GMPF8505.5
10/18/2010 1-518-519-000-02217:18 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-535-537-000-01117:18 10 MA 11 GM 0-11 30/30 JS AT GMPF8505.5
10/18/2010 1-533-537-000-13517:19 10 MA 135 GM 0-135 30/30 JS AT GMPF8505.5
10/18/2010 1-521-522-000-02217:20 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-516-528-000-01817:21 29 PS 18 GM 0-18 30/30 JS AT GMPF8505.0
10/18/2010 1-516-531-000-02517:24 29 PS 25 GM 0-25 30/30 JS AT GMPF8505.0
10/18/2010 1-523-524-000-02217:24 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-526-527-000-02217:26 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 79 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/18/2010 1-516-533-000-02517:28 29 PS 25 GM 0-25 30/30 JS AT GMPF8505.0
10/18/2010 1-529-530-000-02217:28 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-516-537-000-02517:31 29 PS 25 GM 0-25 30/30 JS AT GMPF8505.0
10/18/2010 1-531-532-000-02217:32 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-535-536-000-02217:36 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
10/18/2010 1-537-538-000-02217:40 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
10/19/2010 1-539-541-000-0228:25 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
10/19/2010 1-538-540-000-1028:26 32 LI 102 GM 0-102 30/30 JS AT GMPF8505.0
10/19/2010 1-537-539-000-0688:30 10 MA 68 GM 0-68 30/30 JS AT GMPF8505.0
10/19/2010 1-539-542-000-0668:36 29 PS 66 GM 0-66 30/30 JS AT GMPF8505.0
10/19/2010 1-537-541-000-0758:40 10 MA 75 GM 0-75 30/30 JS AT GMPF8505.0
10/19/2010 1-541-542-000-0658:45 29 PS 65 GM 0-65 30/30 JS AT GMPF8505.0
10/19/2010 1-540-543-000-1008:51 32 LI 100 GM 0-100 30/30 JS AT GMPF8505.0
10/19/2010 1-542-544-000-1199:00 10 MA 119 GM 0-119 30/30 JS AT GMPF8505.0
10/19/2010 1-544-546-000-0919:00 29 PS 91 GM 0-91 30/30 JS AT GMPF8505.0
10/19/2010 1-543-545-000-0999:14 32 LI 99 GM 0-99 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 80 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/19/2010 1-546-548-000-0929:20 29 PS 92 GM 0-92 30/30 JS AT GMPF8505.0
10/19/2010 1-549-550-000-0969:28 10 MA 96 GM 0-96 30/30 JS AT GMPF8505.0
10/19/2010 1-545-547-000-0989:39 32 LI 98 GM 0-98 30/30 JS AT GMPF8505.0
10/19/2010 1-547-549-000-0989:39 29 PS 98 GM 0-98 30/30 JS AT GMPF8505.0
10/19/2010 1-550-551-000-0969:50 10 MA 96 GM 0-96 30/30 JS AT GMPF8505.0
10/19/2010 1-516-541-000-02310:08 29 PS 23 GM 0-23 30/30 JS AT GMPF8505.0
10/19/2010 1-552-553-000-06310:10 32 LI 63 GM 0-63 30/30 JS AT GMPF8505.0
10/19/2010 1-553-554-000-02110:10 10 MA 21 GM 0-21 30/30 JS AT GMPF8505.0
10/19/2010 1-516-544-000-00510:15 29 PS 5 GM 0-5 30/30 JS AT GMPF8505.0
10/19/2010 1-517-544-000-02210:16 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/19/2010 1-516-542-000-01710:19 29 PS 17 GM 0-17 30/30 JS AT GMPF8505.0
10/19/2010 1-517-546-000-02510:23 29 PS 25 GM 0-25 30/30 JS AT GMPF8505.0
10/19/2010 1-553-554-021-03110:23 10 MA 10 GM 0-10 30/30 JS AT GMPF8505.0
10/19/2010 1-517-548-000-02410:25 29 PS 24 GM 0-24 30/30 JS AT GMPF8505.0
10/19/2010 1-551-552-000-08210:27 32 LI 82 GM 0-82 30/30 JS AT GMPF8505.0
10/19/2010 1-539-540-000-01010:43 29 PS 10 GM 0-10 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 81 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/19/2010 1-542-543-000-02210:44 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/19/2010 1-544-545-000-02210:47 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/19/2010 1-546-547-000-02210:49 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/19/2010 1-548-549-000-02210:52 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/19/2010 1-554-555-000-01810:53 32 LI 18 GM 0-18 30/30 JS AT GMPF8505.0
10/19/2010 1-551-556-000-03011:26 32 LI 30 GM 0-30 30/30 JS AT GMPF8505.0
10/19/2010 1-552-556-000-03211:28 32 LI 32 GM 0-32 30/30 JS AT GMPF8505.0
10/19/2010 1-553-556-000-03211:32 32 LI 32 GM 0-32 30/30 JS AT GMPF8505.0
10/19/2010 1-554-556-000-03211:37 32 LI 32 GM 0-32 30/30 JS AT GMPF8505.0
10/19/2010 1-555-556-000-03011:41 32 LI 30 GM 0-33 30/30 JS AT GMPF8505.0
10/19/2010 1-509-514-008-02016:14 84 RC 12 GM 8-12 VT LL VT MCPE530N/A
10/19/2010 1-544-546-091-10416:20 29 PS 13 GM 0-13 30/30 JS AT GMPF8505.0
11/10/2010 1-299-557-000-06813:30 54 RF 68 VH 0-68 30/30 JS AT VHPF8504.5
11/10/2010 1-248-557-000-17313:40 29 PS 173 VH 0-173 30/30 JS AT VHPF8504.5
11/10/2010 1-299-557-068-29013:44 54 RF 222 VH 68-222 30/30 JS AT VHPF8504.5
11/10/2010 1-283-557-000-00514:12 84 JO 5 VH 0-5 VT AG VT VHPE550N/A
Wednesday, December 01, 2010 Page 82 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/10/2010 1-284-557-000-01714:12 84 JO 17 VH 0-17 VT AG VT VHPE550N/A
11/10/2010 1-248-557-173-24814:18 29 PS 75 VH 173-248 30/30 JS AT VHPF8504.5
11/10/2010 1-299-557-290-30114:33 54 RF 11 VH 290-301 30/30 JS AT VHPF8504.5
11/10/2010 1-224-557-000-02314:35 29 PS 23 VH 0-23 30/30 JS AT VHPF8504.5
11/10/2010 1-224-557-023-05414:41 29 PS 31 VH 23-54 30/30 JS AT VHPF8504.5
11/11/2010 1-557-558-000-02210:45 54 RF 22 VH 0-22 30/30 JS AT VHPF8504.5
11/11/2010 1-299-558-000-01810:53 54 RF 18 VH 0-18 30/30 JS AT VHPF8504.5
11/11/2010 1-224-558-000-36610:55 29 ML 366 VH 0-366 30/30 JS AT VHPF8504.0
11/11/2010 1-299-558-018-05510:57 54 RF 37 VH 0-37 30/30 JS AT VHPF8504.5
11/11/2010 1-390-558-000-03811:13 54 RF 38 VH 0-38 30/30 JS AT VHPF8504.5
11/11/2010 1-391-558-000-03711:18 54 RF 37 VH 0-37 30/30 JS AT VHPF8504.5
11/11/2010 1-392-558-000-03711:23 54 RF 37 VH 0-37 30/30 JS AT VHPF8504.5
11/11/2010 1-394-558-000-03711:29 54 RF 37 VH 0-37 30/30 JS AT VHPF8504.5
11/11/2010 1-400-558-000-03711:34 54 RF 37 VH 0-37 30/30 JS AT VHPF8504.5
11/11/2010 1-404-558-000-03611:39 54 RF 36 VH 0-36 30/30 JS AT VHPF8504.5
11/11/2010 1-407-558-000-03711:45 54 RF 37 VH 0-37 30/30 JS AT VHPF8504.5
Wednesday, December 01, 2010 Page 83 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/11/2010 1-408-558-000-03711:50 54 RF 37 VH 0-37 30/30 JS AT VHPF8504.5
11/11/2010 1-410-558-000-03711:56 54 RF 37 VH 0-37 30/30 JS AT VHPF8504.5
11/11/2010 1-412-558-000-03312:04 54 RF 33 VH 0-33 30/30 JS AT VHPF8504.5
11/11/2010 1-413-558-000-01612:11 54 RF 16 VH 0-16 30/30 JS AT VHPF8504.5
11/11/2010 1-221-558-366-43912:27 29 ML 73 VH 366-439 30/30 JS AT VHPF8504.0
11/11/2010 1-557-559-000-02913:15 29 ML 29 VH 0-29 30/30 JS AT VHPF8504.0
11/11/2010 1-224-559-000-02913:35 29 ML 29 VH 0-29 30/30 JS AT VHPF8504.0
11/12/2010 1-558-560-000-0169:55 54 RF 16 GM 0-16 30/30 JS AT GMPF8504.5
11/12/2010 1-413-560-000-0339:58 54 RF 33 GM 0-33 30/30 JS AT GMPF8504.5
11/12/2010 1-560-561-000-02210:12 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/12/2010 1-445-560-000-03910:20 54 RF 39 GM 0-39 30/30 JS AT GMPF8504.5
11/12/2010 1-446-560-000-03910:25 54 RF 39 GM 0-39 30/30 JS AT GMPF8504.5
11/12/2010 1-448-560-000-00310:30 54 RF 3 GM 0-3 PATCH&VT N/A VT GMN/AF8504.5
11/12/2010 1-448-561-000-03610:31 54 RF 36 GM 0-36 30/30 JS AT GMPF8504.5
11/12/2010 1-449-561-000-03610:35 54 RF 36 GM 0-36 30/30 JS AT GMPF8504.5
11/12/2010 1-457-561-000-03710:41 54 RF 37 GM 0-37 30/30 JS AT GMPF8504.5
Wednesday, December 01, 2010 Page 84 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/12/2010 1-458-561-000-03710:47 54 RF 37 GM 0-37 30/30 JS AT GMPF8504.5
11/12/2010 1-462-561-000-03610:51 54 RF 36 GM 0-36 30/30 JS AT GMPF8504.5
11/12/2010 1-464-561-000-03610:57 54 RF 36 GM 0-36 30/30 JS AT GMPF8504.5
11/12/2010 1-467-461-000-02911:03 54 RF 29 GM 0-29 30/30 JS AT GMPF8504.5
11/12/2010 1-561-562-000-02211:08 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/12/2010 1-467-562-000-01011:12 54 RF 10 GM 0-10 30/30 JS AT GMPF8504.5
11/12/2010 1-470-562-000-03711:13 54 RF 37 GM 0-37 30/30 JS AT GMPF8504.5
11/12/2010 1-471-562-000-03411:18 54 RF 34 GM 0-34 30/30 JS AT GMPF8504.5
11/12/2010 1-221-558-000-02911:26 54 RF 29 GM 0-29 30/30 JS AT GMPF8504.5
11/12/2010 1-221-560-000-10711:31 54 RF 107 GM 0-107 30/30 JS AT GMPF8504.5
11/12/2010 1-221-561-000-05811:50 54 RF 58 GM 0-58 30/30 JS AT GMPF8504.5
11/12/2010 1-221-561-058-24312:58 54 RF 185 GM 58-243 30/30 JS AT GMPF8504.5
11/12/2010 1-221-562-020-02813:27 54 RF 8 GM 20-28 30/30 JS AT GMPF8504.5
11/12/2010 1-221-562-000-02013:29 54 RF 20 GM 0-20 30/30 JS AT GMPF8504.5
11/12/2010 1-221-562-028-08313:31 54 RF 55 GM 28-83 30/30 JS AT GMPF8504.5
11/16/2010 1-562-563-000-0228:02 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 85 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/16/2010 1-477-562-000-0378:20 10 MA 37 GM 0-37 30/30 JS AT GMPF8504.0
11/16/2010 1-479-562-000-0208:30 10 MA 20 GM 0-20 30/30 JS AT GMPF8504.0
11/16/2010 1-221-562-083-0918:35 29 PS 8 GM 0-8 30/30 JS AT GMPF8504.0
11/16/2010 1-221-562-091-1288:36 29 PS 37 GM 0-37 30/30 JS AT GMPF8504.0
11/16/2010 1-479-563-000-0178:40 10 MA 17 GM 0-17 30/30 JS AT GMPF8504.0
11/16/2010 1-515-562-000-0118:41 29 PS 11 GM 0-11 30/30 JS AT GMPF8504.0
11/16/2010 1-515-563-000-2578:43 29 PS 257 GM 0-257 30/30 JS AT GMPF8504.0
11/16/2010 1-482-563-000-0048:44 10 MA 4 GM 0-4 PATCH&VT N/A VT GMN/AF8504.0
11/16/2010 1-482-563-004-0398:45 10 MA 35 GM 4-39 30/30 JS AT GMPF8504.0
11/16/2010 1-483-563-000-0378:52 10 MA 37 GM 0-37 30/30 JS AT GMPF8504.0
11/16/2010 1-488-563-000-0379:00 10 MA 37 GM 0-37 30/30 JS AT GMPF8504.0
11/16/2010 1-489-563-000-0379:06 10 MA 37 GM 0-37 30/30 JS AT GMPF8504.0
11/16/2010 1-494-563-000-0379:14 10 MA 37 GM 0-387 30/30 JS AT GMPF8504.0
11/16/2010 1-495-563-000-0379:21 10 MA 37 GM 0-37 30/30 JS AT GMPF8504.0
11/16/2010 1-502-563-000-0229:29 10 MA 22 GM 0-22 30/30 JS AT GMPF8504.0
11/16/2010 1-514-565-000-00711:45 3936 GS 7 GM 0-7 VT AG VT GMPE280N/A
Wednesday, December 01, 2010 Page 86 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/16/2010 1-563-564-000-02212:58 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/16/2010 1-515-564-000-03313:05 29 PS 33 GM 0-33 30/30 JS AT GMPF8504.0
11/16/2010 1-564-565-000-08813:11 29 PS 88 GM 0-88 30/30 JS AT GMPF8504.0
11/16/2010 1-515-565-000-01213:34 29 PS 12 GM 0-12 30/30 JS AT GMPF8504.0
11/16/2010 1-502-564-000-01313:40 29 PS 13 GM 0-13 30/30 JS AT GMPF8504.0
11/16/2010 1-503-564-000-03713:42 29 PS 37 GM 0-37 30/30 JS AT GMPF8504.0
11/16/2010 1-505-564-000-03713:48 29 PS 37 GM 0-37 30/30 JS AT GMPF8504.0
11/16/2010 1-507-564-000-01713:53 29 PS 17 GM 0-17 30/30 JS AT GMPF8504.0
11/16/2010 1-508-564-000-01113:56 29 PS 11 GM 0-11 30/30 JS AT GMPF8504.0
11/16/2010 1-514-564-000-00914:02 29 PS 9 GM 0-9 30/30 JS AT GMPF8504.0
11/16/2010 1-509-564-000-01314:03 29 PS 13 GM 0-13 30/30 JS AT GMPF8504.0
11/17/2010 1-565-566-000-0708:49 29 PS 70 GM 0-70 30/30 JS AT GMPF8504.0
11/17/2010 1-566-567-000-0228:50 10 MA 22 GM 0-22 30/30 JS AT GMPF8504.0
11/17/2010 1-517-566-000-0229:00 10 MA 22 GM 0-22 30/30 JS AT GMPF8504.0
11/17/2010 1-565-567-000-0179:00 29 PS 17 GM 0-17 30/30 JS AT GMPF8504.0
11/17/2010 1-514-568-000-13213:35 10 MA 132 GM 0-132 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 87 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/17/2010 1-567-568-000-00714:16 29 PS 7 GM 0-7 30/30 JS AT GMPF8504.0
11/17/2010 1-565-568-000-01514:17 29 PS 15 GM 0-15 30/30 JS AT GMPF8504.0
11/18/2010 1-568-569-000-1328:40 10 MA 132 GM 0-132 30/30 JS AT GMPF8504.5
11/18/2010 1-567-569-000-0159:09 10 MA 15 GM 0-15 30/30 JS AT GMPF8504.5
11/18/2010 1-548-570-000-07410:29 29 PS 74 GM 0-74 30/30 JS AT GMPF8504.0
11/18/2010 1-570-571-000-07110:30 10 MA 71 GM 0-71 30/30 JS AT GMPF8504.5
11/18/2010 1-566-570-000-02411:00 29 PS 24 GM 0-24 30/30 JS AT GMPF8504.0
11/18/2010 1-566-571-000-02411:04 29 PS 24 GM 0-24 30/30 JS AT GMPF8504.0
11/18/2010 1-550-570-000-01011:22 10 MA 10 GM 0-10 30/30 JS AT GMPF8504.5
11/18/2010 1-551-571-000-01111:23 10 MA 11 GM 0-10 30/30 JS AT GMPF8504.5
11/18/2010 1-569-572-000-12511:27 29 PS 125 GM 0-125 30/30 JS AT GMPF8504.0
11/18/2010 1-572-573-000-13711:52 10 MA 137 GM 0-137 30/30 JS AT GMPF8504.5
11/18/2010 1-556-573-000-13512:20 10 MA 135 GM 0-135 30/30 JS AT GMPF8504.5
11/18/2010 1-571-573-000-02312:56 29 PS 23 GM 0-23 30/30 JS AT GMPF8504.0
11/18/2010 1-571-572-000-01813:01 29 PS 18 GM 0-18 30/30 JS AT GMPF8504.0
11/18/2010 1-572-574-000-02413:06 29 PS 24 GM 0-24 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 88 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Secondary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Secondary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/18/2010 1-566-574-000-00913:15 29 PS 9 GM 0-9 30/30 JS AT GMPF8504.0
11/18/2010 1-567-574-000-01613:17 29 PS 16 GM 0-16 30/30 JS AT GMPF8504.0
11/18/2010 1-550-570-010-02213:18 3936 GS 12 GM 10-22 VT AG VT GMPE280N/A
11/18/2010 1-569-574-000-00713:20 29 PS 7 GM 0-7 30/30 JS AT GMPF8504.0
11/18/2010 1-556-571-000-00613:34 3936 GS 6 GM 0-6 VT AG VT GMPE280N/A
11/18/2010 1-571-574-000-00613:46 3936 GS 6 GM 0-6 PATCH&VT N/A VT GMN/AE280N/A
Comments: 1-001-232-000-006:R-511; 1-328-386-000-022:R-812 OVER PORTION
Total Length Fusion: 101323 Total Length Extrusion: 277
Wednesday, December 01, 2010 Page 89 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/19/2010 1-001-002-000-1088:32 54 LI 108 CL 0-108 30/30 CB AT CLPF8504.44
7/19/2010 1-002-003-000-1088:40 10 MA 108 CL 0-108 30/30 CB AT CLPF8505.0
7/19/2010 1-003-004-000-1099:12 54 LI 109 CL 0-109 30/30 CB AT CLPF8504.44
7/19/2010 1-004-005-000-1099:40 10 MA 109 CL 0-109 30/30 CB AT CLPF8505.0
7/19/2010 1-005-006-000-1109:57 10 MA 110 CL 0-110 30/30 CB AT CLPF8505.0
7/19/2010 1-006-007-000-11010:10 54 LI 110 CL 0-110 30/30 CB AT CLPF8504.44
7/20/2010 1-008-009-000-1108:50 10 MA 110 CL 0-110 30/30 CB AT CLPF8505.0
7/20/2010 1-007-008-004-1108:53 54 LI 106 CL 4-110 30/30 CB AT CLPF8504.44
7/20/2010 1-010-011-000-1119:00 54 LI 111 CL 0-111 30/30 CB AT CLPF8504.44
7/20/2010 1-009-010-000-1119:25 10 MA 111 CL 0-111 30/30 CB AT CLPF8505.0
7/20/2010 1-011-012-000-1139:50 54 LI 113 CL 0-113 30/30 CB AT CLPF8504.44
7/20/2010 1-013-014-000-00611:00 10 MA 6 CL 0-6 30/30 CB AT CLPF8505.0
7/20/2010 1-013-014-006-11311:02 10 MA 107 CL 6-113 30/30 CB AT CLPF8505.0
7/20/2010 1-012-013-000-11311:06 54 LI 113 CL 0-113 30/30 CB AT CLPF8504.44
7/20/2010 1-014-015-000-11511:35 10 MA 115 CL 0-115 30/30 CB AT CLPF8505.0
7/22/2010 1-015-016-000-1147:22 54 LI 114 VH 0-114 30/30 BO AT VHPF8504.44
Wednesday, December 01, 2010 Page 1 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
7/22/2010 1-016-017-000-1138:05 10 MA 113 VH 0-113 30/30 BO AT VHPF8505.0
7/22/2010 1-018-019-000-0048:37 54 LI 4 VH 0-4 30/30 BO AT VHPF8504.44
7/22/2010 1-018-019-004-1158:38 54 LI 111 VH 4-111 30/30 BO AT VHPF8504.44
7/22/2010 1-017-018-000-1148:40 10 MA 114 VH 0-114 30/30 BO AT VHPF8505.0
7/22/2010 1-019-020-000-1159:13 54 LI 115 VH 0-115 30/30 BO AT VHPF8504.44
7/22/2010 1-020-021-000-1159:15 10 MA 115 VH 0-115 30/30 BO AT VHPF8505.0
7/22/2010 1-021-022-000-1159:45 54 LI 115 VH 0-115 30/30 BO AT VHPF8504.44
8/9/2010 1-022-023-000-11113:58 54 LI 111 CL 0-111 30/30 CB AT CLPF8504.44
8/9/2010 1-023-024-000-11814:31 54 LI 118 CL 0-118 30/30 CB AT CLPF8504.44
8/9/2010 1-024-025-000-11714:50 54 LI 117 CL 0-117 30/30 CB AT CLPF8504.44
8/10/2010 1-025-026-000-0928:00 10 MA 92 CL 0-92 30/30 CB AT CLPF8505.0
8/10/2010 1-026-027-000-0768:00 54 LI 76 CL 0-76 30/30 CB AT CLPF8504.44
8/10/2010 1-027-028-000-0528:19 54 LI 52 CL 0-52 30/30 CB AT CLPF8504.44
8/10/2010 1-029-030-000-1158:40 10 MA 115 CL 0-115 30/30 CB AT CLPF8505.0
8/10/2010 1-030-031-000-0919:04 54 LI 91 CL 0-91 30/30 CB AT CLPF8504.44
8/10/2010 1-032-033-000-0329:40 54 LI 32 CL 0-32 30/30 CB AT CLPF8504.44
Wednesday, December 01, 2010 Page 2 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/10/2010 1-028-034-000-02510:32 54 LI 25 CL 0-25 30/30 CB AT CLPF8504.44
8/10/2010 1-033-034-000-06410:55 10 MA 64 CL 0-64 30/30 CB AT CLPF8505.0
8/10/2010 1-028-033-000-00610:59 10 MA 6 CL 0-6 30/30 MA AT CLPF8505.0
8/10/2010 1-028-032-000-02511:00 10 MA 25 CL 0-25 30/30 MA AT CLPF8505.0
8/10/2010 1-027-032-000-01211:04 10 MA 12 CL 0-12 30/30 MA AT CLPF8505.0
8/10/2010 1-027-031-000-01911:06 10 MA 19 CL 0-19 30/30 MA AT CLPF8505.0
8/10/2010 1-026-031-000-01611:08 10 MA 16 CL 0-16 30/30 MA AT CLPF8505.0
8/10/2010 1-026-030-000-01411:10 10 MA 14 CL 0-14 30/30 MA AT CLPF8505.0
8/10/2010 1-025-030-000-02011:12 10 MA 20 CL 0-20 30/30 MA AT CLPF8505.0
8/10/2010 1-025-029-000-00911:15 10 MA 9 CL 0-9 30/30 MA AT CLPF8505.0
8/10/2010 1-029-035-000-12011:30 54 LI 120 CL 0-120 30/30 CB AT CLPF8504.44
8/10/2010 1-035-036-000-11911:30 10 MA 119 CL 0-119 30/30 CB AT CLPF8505.0
8/10/2010 1-037-038-000-52014:45 54 LI 520 VH 0-520 30/30 CB AT VHPF8504.44
8/10/2010 1-038-039-000-52115:10 10 MA 521 VH 0-521 30/30 CB AT VHPF8505.0
8/10/2010 1-001-037-000-02217:05 54 LI 22 VH 0-22 30/30 CB AT CLPF8504.44
8/10/2010 1-002-037-000-02217:10 54 LI 22 VH 0-22 30/30 CB AT CLPF8504.44
Wednesday, December 01, 2010 Page 3 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/10/2010 1-003-037-000-02217:15 54 LI 22 VH 0-22 30/30 CB AT CLPF8504.44
8/10/2010 1-012-037-000-02217:15 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-013-037-000-02217:17 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-004-037-000-02217:19 54 LI 22 VH 0-22 30/30 CB AT CLPF8504.44
8/10/2010 1-031-032-000-06417:19 10 MA 64 CL 0-64 30/30 CB AT CLPF8505.0
8/10/2010 1-014-037-000-02217:20 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-005-037-000-02217:22 54 LI 22 VH 0-22 30/30 CB AT CLPF8504.44
8/10/2010 1-015-037-000-02217:25 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-006-037-000-02217:26 54 LI 22 VH 0-22 30/30 CB AT CLPF8504.44
8/10/2010 1-007-037-000-02217:29 54 LI 22 VH 0-22 30/30 CB AT CLPF8504.44
8/10/2010 1-016-037-000-02217:29 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-008-037-000-02217:33 54 LI 22 VH 0-22 30/30 CB AT CLPF8504.44
8/10/2010 1-017-037-000-02217:33 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-009-037-000-02217:35 54 LI 22 VH 0-22 30/30 CB AT CLPF8504.44
8/10/2010 1-018-037-000-02217:37 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-010-037-000-02217:40 54 LI 22 VH 0-22 30/30 CB AT CLPF8504.44
Wednesday, December 01, 2010 Page 4 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/10/2010 1-019-037-000-02217:41 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-011-037-000-02217:44 54 LI 22 VH 0-22 30/30 CB AT CLPF8504.44
8/10/2010 1-020-037-000-02217:46 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-021-037-000-02217:49 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-022-037-000-02217:53 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-023-037-000-02217:57 10 MA 22 VH 0-22 30/30 CB AT CLPF8505.0
8/10/2010 1-024-037-000-02118:00 10 MA 21 VH 0-21 30/30 CB AT CLPF8505.0
8/11/2010 1-036-040-000-1197:25 10 MA 119 VH 0-119 30/30 CB AT VHPF8505.0
8/11/2010 1-041-042-000-1197:40 54 LI 119 VH 0-119 30/30 CB AT VHPF8504.44
8/11/2010 1-040-041-000-1197:55 10 MA 119 VH 0-119 30/30 CB AT VHPF8505.0
8/11/2010 1-043-044-000-0068:08 54 LI 6 VH 0-6 30/30 CB AT VHPF8504.44
8/11/2010 1-043-044-006-1228:10 54 LI 116 CL 6-122 30/30 CB AT CLPF8504.44
8/11/2010 1-042-043-000-1218:30 10 MA 121 VH 0-121 30/30 CB AT VHPF8505.0
8/11/2010 1-045-046-000-1228:30 54 LI 122 VH 0-122 30/30 CB AT VHPF8504.44
8/11/2010 1-044-045-000-0079:00 10 MA 7 VH 0-7 30/30 CB AT VHPF8505.0
8/11/2010 1-044-045-007-1219:02 10 MA 114 VH 7-121 30/30 CB AT CLPF8505.0
Wednesday, December 01, 2010 Page 5 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/11/2010 1-046-047-000-1229:05 54 LI 122 VH 0-122 30/30 CB AT VHPF8504.44
8/11/2010 1-039-048-000-51911:05 10 MA 519 VH 0-519 30/30 CB AT VHPF8505.0
8/11/2010 1-048-049-000-51211:22 54 LI 512 VH 0-512 30/30 CB AT VHPF8504.44
8/11/2010 1-049-050-000-51011:40 13 PS 510 VH 0-510 30/30 CB AT VHPF8604.44
8/11/2010 1-051-052-000-50311:45 10 MA 503 VH 0-503 30/30 CB AT CLPF8505.0
8/11/2010 1-050-051-000-14413:43 54 LI 144 VH 0-144 30/30 CB AT CLPF8504.44
8/11/2010 1-052-053-000-49814:07 13 PS 498 VH 0-498 30/30 CB AT CLPF8604.5
8/11/2010 1-050-051-144-51314:10 54 LI 369 VH 144-513 30/30 CB AT CLPF8504.44
8/11/2010 1-053-054-000-13915:15 10 MA 139 VH 0-139 30/30 CB AT CLPF8505.0
8/11/2010 1-053-054-139-16515:25 10 MA 26 CL 139-165 30/30 CB AT CLPF8505.0
8/11/2010 1-053-054-165-30715:27 10 MA 142 CL 165-307 30/30 CB AT CLPF8505.0
8/11/2010 1-053-054-307-49315:28 13 PS 186 VH 307-493 30/30 CB AT CLPF8604.5
8/12/2010 1-029-037-000-0158:40 54 LI 15 CL 0-15 30/30 CB AT CLPF8504.34
8/12/2010 1-035-038-000-0218:41 54 LI 21 CL 0-21 30/30 CB AT CLPF8504.34
8/12/2010 1-036-039-000-0218:48 54 LI 21 CL 0-21 30/30 CB AT CLPF8504.34
8/12/2010 1-040-048-000-0228:52 54 LI 22 CL 0-22 30/30 CB AT CLPF8504.34
Wednesday, December 01, 2010 Page 6 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/12/2010 1-041-049-000-0218:57 54 LI 21 CL 0-21 30/30 CB AT CLPF8504.34
8/12/2010 1-042-050-000-0219:00 54 LI 21 CL 0-21 30/30 CB AT CLPF8504.34
8/12/2010 1-043-051-000-0209:04 54 LI 20 CL 0-20 30/30 CB AT CLPF8504.34
8/12/2010 1-044-052-000-0209:09 54 LI 20 CL 0-20 30/30 CB AT CLPF8504.34
8/12/2010 1-045-053-000-0209:11 54 LI 20 CL 0-20 30/30 CB AT CLPF8504.34
8/13/2010 1-047-055-000-0067:38 54 LI 6 VH 0-6 30/30 CB AT CLPF8504.44
8/13/2010 1-047-055-006-1227:38 54 LI 116 VH 6-122 30/30 CB AT CLPF8504.44
8/13/2010 1-056-057-000-1227:44 13 PS 122 VH 0-122 30/30 CB AT CLPF8604.44
8/13/2010 1-055-056-000-1238:08 54 LI 123 VH 0-123 30/30 CB AT CLPF8504.44
8/13/2010 1-057-058-000-1198:11 13 PS 119 VH 0-119 30/30 CB AT CLPF8604.44
8/13/2010 1-059-060-000-1208:41 54 LI 120 VH 0-120 30/30 CB AT CLPF8504.44
8/13/2010 1-058-059-000-1218:44 13 PS 121 VH 0-121 30/30 CB AT CLPF8604.44
8/13/2010 1-061-062-000-1179:17 13 PS 117 VH 0-117 30/30 CB AT CLPF8604.44
8/13/2010 1-060-061-000-1209:18 54 LI 120 VH 0-120 30/30 CB AT CLPF8504.44
8/13/2010 1-054-063-000-49410:10 10 MA 494 VH 0-494 30/30 MA AT CLPF8505.0
8/13/2010 1-063-064-000-49410:20 54 LI 494 VH 0-494 30/30 MA AT CLPF8505.0
Wednesday, December 01, 2010 Page 7 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/13/2010 1-064-065-000-48810:39 13 PS 488 VH 0-488 30/30 MA AT CLPF8604.44
8/13/2010 1-065-066-000-48513:13 10 MA 485 CL 0-485 30/30 MA AT CLPF8505.0
8/13/2010 1-066-067-000-48413:25 13 PS 484 CL 0-484 30/30 MA AT CLPF8605.0
8/13/2010 1-068-069-000-02213:40 54 LI 22 VH 0-22 30/30 CB AT CLPF8505.0
8/13/2010 1-069-070-000-02214:05 54 LI 22 VH 0-22 30/30 CB AT CLPF8505.0
8/13/2010 1-070-071-000-02214:15 54 LI 22 VH 0-22 30/30 CB AT CLPF8505.0
8/13/2010 1-071-072-000-02214:35 54 LI 22 VH 0-22 30/30 CB AT CLPF8505.0
8/13/2010 1-072-073-000-02214:46 54 LI 22 VH 0-22 30/30 CB AT CLPF8505.0
8/13/2010 1-068-075-000-06914:50 13 PS 69 VH 0-69 30/30 CB AT CLPF8605.0
8/13/2010 1-067-068-000-07314:58 10 MA 73 VH 0-73 30/30 CB AT CLPF8505.0
8/13/2010 1-073-074-000-02214:58 54 LI 22 VH 0-22 30/30 CB AT CLPF8505.0
8/13/2010 1-069-075-000-06815:00 13 PS 68 VH 0-68 30/30 CB AT CLPF8605.0
8/13/2010 1-067-069-000-06815:10 10 MA 68 VH 0-68 30/30 CB AT CLPF8505.0
8/13/2010 1-070-075-000-07915:10 13 PS 79 VH 0-79 30/30 CB AT CLPF8605.0
8/13/2010 1-067-070-000-07915:20 10 MA 79 VH 0-79 30/30 CB AT CLPF8505.0
8/13/2010 1-071-075-000-06915:21 13 PS 69 VH 0-69 30/30 CB AT CLPF8605.0
Wednesday, December 01, 2010 Page 8 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/13/2010 1-077-078-000-02215:29 54 LI 22 CL 0-22 30/30 CB AT CLPF8505.0
8/13/2010 1-072-075-000-09215:31 13 PS 92 VH 0-92 30/30 CB AT CLPF8605.0
8/13/2010 1-067-071-000-06915:34 10 MA 69 VH 0-69 30/30 CB AT CLPF8505.0
8/13/2010 1-076-077-000-02215:36 54 LI 22 CL 0-22 30/30 CB AT CLPF8505.0
8/13/2010 1-067-072-000-09215:45 10 MA 92 VH 0-92 30/30 CB AT CLPF8505.0
8/13/2010 1-073-075-000-05415:45 13 PS 54 VH 0-54 30/30 CB AT CLPF8605.0
8/13/2010 1-067-073-000-05415:50 10 MA 54 VH 0-54 30/30 CB AT CLPF8505.0
8/13/2010 1-074-075-000-04515:51 13 PS 45 VH 0-45 30/30 BO AT CLPF8605.0
8/13/2010 1-078-079-000-02215:58 54 LI 22 CL 0-22 30/30 BO AT CLPF8505.0
8/13/2010 1-075-076-000-03016:02 13 PS 30 VH 0-30 30/30 BO AT CLPF8605.0
8/13/2010 1-075-077-000-05416:07 13 PS 54 VH 0-54 30/30 BO AT CLPF8605.0
8/13/2010 1-067-074-000-04516:08 10 MA 45 VH 0-45 30/30 BO AT CLPF8505.0
8/13/2010 1-079-080-000-02216:08 54 LI 22 CL 0-22 30/30 BO AT CLPF8505.0
8/13/2010 1-075-078-000-08416:15 13 PS 84 VH 0-84 30/30 BO AT CLPF8605.0
8/13/2010 1-080-081-000-02216:19 54 LI 22 CL 0-22 30/30 BO AT CLPF8505.0
8/13/2010 1-075-080-000-06116:20 10 MA 61 VH 0-61 30/30 BO AT CLPF8505.0
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Date SeamNoTimeMach.
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ID
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Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/13/2010 1-075-079-000-07916:26 13 PS 70 VH 0-70 30/30 BO AT CLPF8605.0
8/13/2010 1-075-081-000-08116:30 10 MA 81 VH 0-81 30/30 BO AT CLPF8505.0
8/13/2010 1-081-082-000-02216:36 54 LI 22 CL 0-22 30/30 BO AT CLPF8505.0
8/13/2010 1-075-082-000-06916:43 10 MA 69 VH 0-69 30/30 BO AT CLPF8505.0
8/13/2010 1-075-083-000-01716:55 10 MA 17 VH 0-17 30/30 BO AT CLPF8505.0
8/13/2010 1-082-083-000-02216:59 54 LI 22 CL 0-22 30/30 BO AT CLPF8505.0
8/14/2010 1-046-054-000-0208:18 10 LI 20 VH 0-20 30/30 JO AT CLPF8504.3
8/14/2010 1-047-054-000-0028:22 10 LI 2 VH 0-2 PATCH&VT N/A N/A CLN/AF8504.3
8/14/2010 1-047-063-000-0198:22 10 LI 19 VH 0-19 30/30 JO AT CLPF8504.3
8/14/2010 1-055-063-000-0028:27 10 LI 2 VH 0-2 30/30 JO AT CLPF8504.3
8/14/2010 1-055-064-000-0208:27 10 LI 20 VH 0-20 30/30 JO AT CLPF8504.3
8/14/2010 1-056-064-000-0028:30 10 LI 2 VH 0-2 PATCH&VT N/A N/A CLN/AF8504.3
8/14/2010 1-056-065-000-0208:30 10 LI 20 VH 0-20 30/30 JO AT CLPF8504.3
8/14/2010 1-057-065-000-0028:35 10 LI 2 VH 0-2 PATCH&VT N/A N/A CLN/AF8504.3
8/14/2010 1-057-066-000-0208:35 10 LI 20 VH 0-20 30/30 JO AT CLPF8504.3
8/14/2010 1-058-066-000-0038:40 10 LI 3 VH 0-3 PATCH&VT N/A N/A CLN/AF8504.3
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Date SeamNoTimeMach.
ID
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ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/14/2010 1-058-067-000-0198:40 10 LI 19 VH 0-19 30/30 JO AT CLPF8504.3
8/14/2010 1-060-075-000-0198:46 10 LI 19 VH 0-19 30/30 JO AT CLPF8504.3
8/14/2010 1-061-075-000-0038:51 10 LI 3 VH 0-3 PATCH&VT N/A N/A CLN/AF8504.3
8/14/2010 1-061-076-000-0188:51 10 LI 18 VH 0-18 30/30 JO AT CLPF8504.3
8/14/2010 1-059-084-000-0229:20 10 LI 22 VH 0-22 30/30 JO AT CLPF8504.3
8/14/2010 1-067-084-000-0039:32 10 LI 3 VH 0-3 PATCH&VT N/A N/A CLN/AF8504.3
8/14/2010 1-068-084-000-0199:32 10 LI 19 VH 0-19 30/30 JO AT CLPF8504.3
8/30/2010 1-085-086-000-4658:09 13 PS 465 VH 0-465 30/30 JS AT VHPF8604.5
8/30/2010 1-076-085-000-0278:13 32 LI 27 VH 0-27 30/30 JS AT VHPF8505.0
8/30/2010 1-077-085-000-0538:20 32 LI 53 VH 0-53 30/30 JS AT VHPF8505.0
8/30/2010 1-078-085-000-0848:30 32 LI 84 VH 0-84 30/30 JS AT VHPF8505.0
8/30/2010 1-079-085-000-0798:37 32 LI 79 JO 0-79 30/30 JS AT VHPF8505.0
8/30/2010 1-080-085-000-0618:47 32 LI 61 VH 0-61 30/30 JS AT VHPF8505.0
8/30/2010 1-081-085-000-0818:55 32 LI 81 VH 0-81 30/30 JS AT VHPF8505.0
8/30/2010 1-086-087-000-0518:55 10 MA 51 VH 0-51 30/30 JS AT VHPF8505.0
8/30/2010 1-086-087-000-4119:03 10 MA 411 VH 0-411 30/30 JS AT VHPF8505.0
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Date SeamNoTimeMach.
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ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/30/2010 1-082-085-000-0709:06 32 LI 70 VH 0-70 30/30 JS AT VHPF8505.0
8/30/2010 1-083-085-000-0129:14 32 LI 13 VH 0-12 30/30 JS AT VHPF8505.0
8/30/2010 1-088-089-000-4579:32 13 PS 457 VH 0-457 30/30 JS AT VHPF8604.5
8/30/2010 1-087-088-000-4609:33 32 LI 460 VH 0-460 30/30 JS AT VHPF8505.0
8/30/2010 1-089-090-000-45510:10 10 MA 455 VH 0-455 30/30 JS AT VHPF8505.0
8/30/2010 1-090-091-000-45510:46 32 LI 455 VH 0-455 30/30 JS AT VHPF8505.0
8/30/2010 1-091-092-000-45410:51 13 PS 454 VH 0-454 30/30 JS AT VHPF8604.5
8/30/2010 1-092-093-000-45213:20 10 MA 452 VH 0-452 30/30 JS AT VHPF8505.5
8/30/2010 1-093-094-000-45013:22 32 LI 450 VH 0-450 30/30 JS AT VHPF8505.0
8/30/2010 1-094-095-000-44713:25 13 PS 447 VH 0-447 30/30 JS AT VHPF8605.0
8/30/2010 1-095-096-000-44514:45 10 MA 445 VH 0-445 30/30 JS AT VHPF8505.5
8/30/2010 1-096-097-000-44415:19 32 LI 444 VH 0-444 30/30 JS AT VHPF8505.0
8/30/2010 1-097-098-000-44315:32 13 PS 443 VH 0-443 30/30 JS AT VHPF8605.0
8/31/2010 1-098-099-000-4407:41 32 LI 440 VH 0-440 30/30 MA AT VHPF8505.0
8/31/2010 1-099-100-000-4397:50 10 MA 439 VH 0-439 30/30 MA AT VHPF8505.0
8/31/2010 1-100-101-000-4368:01 13 PS 436 VH 0-436 30/30 MA AT VHPF8604.5
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
8/31/2010 1-101-102-000-4329:11 32 LI 432 VH 0-432 30/30 CB AT VHPF8505.0
8/31/2010 1-102-103-000-4299:28 10 MA 429 VH 0-429 30/30 CB AT VHPF8505.0
8/31/2010 1-103-104-000-4269:35 13 PS 426 VH 0-426 30/30 CB AT VHPF8604.5
8/31/2010 1-104-105-000-42310:27 32 LI 423 VH 0-423 30/30 CB AT VHPF8505.0
8/31/2010 1-105-106-000-41910:45 10 MA 419 VH 0-419 30/30 CB AT VHPF8505.0
8/31/2010 1-106-107-000-41510:54 13 PS 415 VH 0-415 30/30 CB AT VHPF8604.5
8/31/2010 1-107-108-000-41113:10 10 MA 411 VH 0-411 30/30 JS AT VHPF8505.5
8/31/2010 1-108-109-000-01013:25 32 LI 10 VH 0-10 30/30 JS AT VHPF8505.0
8/31/2010 1-108-109-010-39713:27 32 LI 387 VH 10-397 30/30 JS AT VHPF8505.0
8/31/2010 1-109-110-000-38713:29 13 PS 387 VH 0-387 30/30 JS AT VHPF8605.0
8/31/2010 1-110-111-000-38314:25 10 MA 383 VH 0-383 30/30 JS AT VHPF8505.0
8/31/2010 1-111-112-000-35414:29 32 LI 354 VH 0-354 30/30 JS AT VHPF8505.0
8/31/2010 1-112-113-000-35014:30 13 PS 350 VH 0-350 30/30 JS AT VHPF8605.0
8/31/2010 1-113-114-000-33515:25 10 MA 335 VH 0-335 30/30 JS AT VHPF8505.0
8/31/2010 1-114-115-000-31815:30 32 LI 318 VH 0-318 30/30 JS AT VHPF8505.0
8/31/2010 1-115-116-000-30415:35 13 PS 304 VH 0-304 30/30 JS AT VHPF8605.0
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Date SeamNoTimeMach.
ID
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ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/6/2010 1-062-117-000-1178:04 32 LI 117 JO 0-117 30/30 JS AT JOPF8505.0
9/6/2010 1-118-119-000-0308:10 10 MA 30 JO 0-30 30/30 JS AT JOPF8505.0
9/6/2010 1-117-118-000-1178:14 13 PS 117 JO 0-117 30/30 JS AT JOPF8604.5
9/6/2010 1-118-119-030-1178:20 10 MA 87 JO 30-117 30/30 JS AT JOPF8505.0
9/6/2010 1-120-121-000-0088:33 32 LI 8 JO 0-8 30/30 JS AT JOPF8505.0
9/6/2010 1-120-121-008-1168:34 32 LI 108 JO 8-116 30/30 JS AT JOPF8505.0
9/6/2010 1-121-122-000-1168:35 10 MA 116 JO 0-116 30/30 JS AT JOPF8505.0
9/6/2010 1-119-120-000-1178:40 13 PS 117 JO 0-117 30/30 JS AT JOPF8604.5
9/6/2010 1-123-124-000-1159:05 32 LI 115 JO 0-115 30/30 JS AT JOPF8505.0
9/6/2010 1-124-125-000-1149:05 10 MA 114 JO 0-114 30/30 JS AT JOPF8505.0
9/6/2010 1-122-123-000-1169:10 13 PS 116 JO 0-116 30/30 JS AT JOPF8604.5
9/6/2010 1-125-126-000-1139:33 10 MA 113 JO 0-113 30/30 JS AT JOPF8505.0
9/6/2010 1-126-127-000-1129:40 32 LI 112 JO 0-112 30/30 JS AT JOPF8505.0
9/6/2010 1-127-128-000-1129:50 13 PS 112 JO 0-112 30/30 JS AT JOPF8604.5
9/6/2010 1-128-129-000-11110:06 32 LI 111 JO 0-111 30/30 JS AT JOPF8505.0
9/6/2010 1-129-130-000-11110:10 10 MA 111 JO 0-111 30/30 JS AT JOPF8505.0
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/6/2010 1-130-131-000-11110:35 13 PS 111 JO 0-111 30/30 JS AT JOPF8604.5
9/6/2010 1-131-132-000-11110:55 32 LI 111 JO 0-111 30/30 JS AT JOPF8505.0
9/7/2010 1-132-133-000-1117:47 32 LI 111 JO 0-111 30/30 JS AT JOPF8505.0
9/7/2010 1-134-135-000-1107:50 13 PS 110 JO 0-110 30/30 JS AT JOPF8604.5
9/7/2010 1-135-136-000-1107:50 10 MA 110 JO 0-110 30/30 JS AT JOPF8505.0
9/7/2010 1-133-134-000-1108:14 32 LI 110 JO 0-110 30/30 JS AT JOPF8505.0
9/7/2010 1-136-137-000-1098:15 10 MA 109 JO 0-109 30/30 JS AT JOPF8505.0
9/7/2010 1-137-138-000-1098:16 13 PS 109 JO 0-109 30/30 JS AT JOPF8604.5
9/7/2010 1-138-139-000-1098:44 13 PS 109 JO 0-109 30/30 JS AT JOPF8604.5
9/7/2010 1-139-140-000-1088:46 32 LI 108 JO 0-108 30/30 JS AT JOPF8505.0
9/7/2010 1-140-141-000-1078:55 10 MA 107 JO 0-107 30/30 JS AT JOPF8505.0
9/7/2010 1-141-142-000-1079:10 32 LI 107 JO 0-107 30/30 JS AT JOPF8505.0
9/7/2010 1-142-143-000-1079:20 13 PS 107 JO 0-107 30/30 JS AT JOPF8604.5
9/7/2010 1-143-144-000-1059:30 10 MA 105 JO 0-105 30/30 JS AT JOPF8505.0
9/7/2010 1-145-146-000-1059:44 32 LI 105 JO 0-105 30/30 JS AT JOPF8505.0
9/7/2010 1-144-145-000-1059:50 13 PS 105 JO 0-105 30/30 JS AT JOPF8604.5
Wednesday, December 01, 2010 Page 15 of 89
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/7/2010 1-146-147-000-10410:00 10 MA 104 JO 0-104 30/30 JS AT JOPF8505.0
9/7/2010 1-147-148-000-10510:11 32 LI 105 JO 0-105 30/30 JS AT JOPF8505.0
9/7/2010 1-148-149-000-10510:30 13 PS 105 JO 0-105 30/30 JS AT JOPF8604.5
9/8/2010 1-062-076-000-0038:15 10 MA 3 JO 0-3 30/30 JS AT JOPF8505.0
9/8/2010 1-062-085-000-0198:16 10 MA 19 JO 0-19 30/30 JS AT JOPF8505.0
9/8/2010 1-100-132-000-0078:17 32 LI 7 JO 0-7 30/30 JS AT JOPF8505.0
9/8/2010 1-085-117-000-0048:18 10 MA 4 JO 0-4 30/30 JS AT JOPF8505.0
9/8/2010 1-101-132-000-0158:18 32 LI 15 JO 0-15 30/30 JS AT JOPF8505.0
9/8/2010 1-086-117-000-0188:19 10 MA 18 JO 0-18 30/30 JS AT JOPF8505.0
9/8/2010 1-086-118-000-0048:20 10 MA 4 JO 0-4 30/30 JS AT JOPF8505.0
9/8/2010 1-101-133-000-0078:20 32 LI 7 JO 0-7 30/30 JS AT JOPF8505.0
9/8/2010 1-087-118-000-0188:21 10 MA 18 JO 0-18 30/30 JS AT JOPF8505.0
9/8/2010 1-102-133-000-0158:21 32 LI 15 JO 0-15 30/30 JS AT JOPF8505.0
9/8/2010 1-102-134-000-0078:23 32 LI 7 JO 0-7 30/30 JS AT JOPF8505.0
9/8/2010 1-103-134-000-0148:24 32 LI 14 JO 0-14 30/30 JS AT JOPF8505.0
9/8/2010 1-087-119-000-0048:25 10 MA 4 JO 0-4 30/30 JS AT JOPF8505.0
Wednesday, December 01, 2010 Page 16 of 89
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/8/2010 1-088-119-000-0178:26 10 MA 17 JO 0-17 30/30 JS AT JOPF8505.0
9/8/2010 1-103-135-000-0088:26 32 LI 8 JO 0-8 30/30 JS AT JOPF8505.0
9/8/2010 1-104-135-000-0148:27 32 LI 14 JO 0-14 30/30 JS AT JOPF8505.0
9/8/2010 1-088-120-000-0058:29 10 MA 5 JO 0-5 30/30 JS AT JOPF8505.0
9/8/2010 1-089-120-000-0188:30 10 MA 18 JO 0-18 30/30 JS AT JOPF8505.0
9/8/2010 1-104-136-000-0088:30 32 LI 8 JO 0-8 30/30 JS AT JOPF8505.0
9/8/2010 1-105-136-000-0148:31 32 LI 14 JO 0-14 30/30 JS AT JOPF8505.0
9/8/2010 1-105-137-000-0088:33 32 LI 8 JO 0-8 30/30 JS AT JOPF8505.0
9/8/2010 1-089-121-000-0048:34 10 MA 4 JO 0-4 30/30 JS AT JOPF8505.0
9/8/2010 1-106-137-000-0148:34 32 LI 14 JO 0-14 30/30 JS AT JOPF8505.0
9/8/2010 1-090-121-000-0178:35 10 MA 17 VH 0-17 30/30 JS AT GMPF8505.0
9/8/2010 1-106-138-000-0088:36 32 LI 8 JO 0-8 30/30 JS AT JOPF8505.0
9/8/2010 1-107-138-000-0138:37 32 LI 13 JO 0-13 30/30 JS AT JOPF8505.0
9/8/2010 1-090-122-000-0058:39 10 MA 5 VH 0-5 30/30 JS AT GMPF8505.0
9/8/2010 1-107-139-000-0098:39 32 LI 9 JO 0-9 30/30 JS AT JOPF8505.0
9/8/2010 1-091-122-000-0178:40 10 MA 17 JO 0-17 30/30 JS AT JOPF8505.0
Wednesday, December 01, 2010 Page 17 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/8/2010 1-108-139-000-0138:40 32 LI 13 JO 0-13 30/30 JS AT JOPF8505.0
9/8/2010 1-091-123-000-0058:42 10 MA 5 VH 0-5 30/30 JS AT JOPF8505.0
9/8/2010 1-108-140-000-0098:42 32 LI 9 JO 0-9 30/30 JS AT JOPF8505.0
9/8/2010 1-092-123-000-0178:43 10 MA 17 JO 0-17 30/30 JS AT JOPF8505.0
9/8/2010 1-109-140-000-0138:43 32 LI 13 JO 0-13 30/30 JS AT JOPF8505.0
9/8/2010 1-109-141-000-0098:45 32 LI 9 JO 0-9 30/30 JS AT JOPF8505.0
9/8/2010 1-092-124-000-0058:46 10 MA 5 JO 0-5 30/30 JS AT JOPF8505.0
9/8/2010 1-093-124-000-0178:47 10 MA 17 JO 0-17 30/30 JS AT JOPF8505.0
9/8/2010 1-093-125-000-0068:49 10 MA 6 JO 0-6 30/30 JS AT JOPF8505.0
9/8/2010 1-094-125-000-0168:50 10 MA 16 JO 0-16 30/30 JS AT JOPF8505.0
9/8/2010 1-110-142-000-0098:50 32 LI 9 JO 0-9 30/30 JS AT JOPF8505.0
9/8/2010 1-111-142-000-0138:51 32 LI 13 JO 0-13 30/30 JS AT JOPF8505.0
9/8/2010 1-111-143-000-0098:53 32 LI 9 JO 0-9 30/30 JS AT JOPF8505.0
9/8/2010 1-094-126-000-0068:54 10 MA 6 JO 0-6 30/30 JS AT JOPF8505.0
9/8/2010 1-112-143-000-0138:54 32 LI 13 JO 0-13 30/30 JS AT JOPF8505.0
9/8/2010 1-095-126-000-0168:55 10 MA 16 JO 0-16 30/30 JS AT JOPF8505.0
Wednesday, December 01, 2010 Page 18 of 89
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/8/2010 1-112-144-000-0098:56 32 LI 9 JO 0-9 30/30 JS AT JOPF8505.0
9/8/2010 1-113-144-000-0128:57 32 LI 12 JO 0-12 30/30 JS AT JOPF8505.0
9/8/2010 1-095-127-000-0068:59 10 MA 6 JO 0-6 30/30 JS AT JOPF8505.0
9/8/2010 1-096-127-000-0169:00 10 MA 16 JO 0-16 30/30 JS AT JOPF8505.0
9/8/2010 1-113-145-000-0109:00 32 LI 10 JO 0-10 30/30 JS AT JOPF8505.0
9/8/2010 1-114-145-000-0129:02 32 LI 12 JO 0-12 30/30 JS AT JOPF8505.0
9/8/2010 1-096-128-000-0069:03 10 MA 6 JO 0-6 30/30 JS AT JOPF8505.0
9/8/2010 1-097-128-000-0169:04 10 MA 16 JO 0-16 30/30 JS AT JOPF8505.0
9/8/2010 1-114-146-000-0109:04 32 LI 10 JO 0-10 30/30 JS AT JOPF8505.0
9/8/2010 1-115-146-000-0129:05 32 LI 12 JO 0-12 30/30 JS AT JOPF8505.0
9/8/2010 1-097-129-000-0069:07 10 MA 6 JO 0-6 30/30 JS AT JOPF8505.0
9/8/2010 1-115-147-000-0109:07 32 LI 10 JO 0-10 30/30 JS AT JOPF8505.0
9/8/2010 1-098-129-000-0169:08 10 MA 16 JO 0-16 30/30 JS AT JOPF8505.0
9/8/2010 1-116-147-000-0119:08 32 LI 11 JO 0-11 30/30 JS AT JOPF8505.0
9/8/2010 1-098-130-000-0069:11 10 MA 6 JO 0-6 30/30 JS AT JOPF8505.0
9/8/2010 1-099-130-000-0159:12 10 MA 15 JO 0-15 30/30 JS AT JOPF8505.0
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[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/8/2010 1-099-131-000-0079:15 10 MA 7 JO 0-7 30/30 JS AT JOPF8505.0
9/8/2010 1-100-131-000-0159:16 10 MA 15 JO 0-15 30/30 JS AT JOPF8505.0
9/9/2010 1-110-141-000-01313:57 84 LI 13 JO 0-13 VT JS VT JOPE500N/A
9/14/2010 1-001-150-000-01113:40 10 MA 11 VH 0-11 30/30 JS AT VHPF8505.5
9/14/2010 1-001-150-011-11213:42 10 MA 101 VH 11-112 30/30 JS AT VHPF8505.5
9/14/2010 1-150-151-000-11214:15 10 MA 112 VH 0-112 30/30 JS AT VHPF8505.5
9/14/2010 1-151-152-000-11314:15 13 PS 113 VH 0-113 30/30 JS AT VHPF8604.5
9/14/2010 1-152-153-000-11314:45 10 MA 113 VH 0-113 30/30 JS AT VHPF8505.5
9/14/2010 1-153-154-000-11314:50 13 PS 113 VH 0-113 30/30 JS AT VHPF8604.5
9/14/2010 1-155-156-000-11215:25 10 MA 112 VH 0-112 30/30 JS AT VHPF8505.5
9/14/2010 1-154-155-000-11315:30 13 PS 113 VH 0-113 30/30 JS AT VHPF8604.5
9/14/2010 1-157-158-000-11115:50 10 MA 111 VH 0-111 30/30 JS AT VHPF8505.5
9/14/2010 1-156-157-000-11216:00 13 PS 112 VH 0-112 30/30 JS AT VHPF8604.5
9/14/2010 1-158-159-000-11116:15 10 MA 111 JO 0-111 30/30 JS AT JOPF8505.5
9/28/2010 1-160-161-000-5538:40 10 MA 553 VH 0-553 30/30 JS AT VHPF8505.0
9/28/2010 1-109-161-000-0249:18 32 LI 24 VH 0-24 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 20 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/28/2010 1-110-161-000-0249:20 32 LI 24 VH 0-24 30/30 JS AT VHPF8505.0
9/28/2010 1-162-163-000-0099:20 29 PS 9 VH 0-9 30/30 JS AT VHPF8505.3
9/28/2010 1-111-161-000-0249:23 32 LI 24 VH 0-24 30/30 JS AT VHPF8505.0
9/28/2010 1-107-161-000-0059:25 32 LI 5 VH 0-5 30/30 JS AT VHPF8505.0
9/28/2010 1-163-164-000-0199:25 29 PS 19 VH 0-19 30/30 JS AT VHPF8505.3
9/28/2010 1-112-161-000-0259:26 32 LI 25 VH 0-25 30/30 JS AT VHPF8505.0
9/28/2010 1-108-161-000-0239:27 32 LI 23 VH 0-23 30/30 JS AT VHPF8505.0
9/28/2010 1-113-161-000-0259:30 32 LI 25 VH 0-25 30/30 JS AT VHPF8505.0
9/28/2010 1-164-165-000-0309:30 29 PS 30 VH 0-30 30/30 JS AT VHPF8505.3
9/28/2010 1-114-161-000-0259:34 32 LI 25 VH 0-25 30/30 JS AT VHPF8505.0
9/28/2010 1-115-161-000-0259:39 32 LI 25 VH 0-25 30/30 JS AT VHPF8505.0
9/28/2010 1-165-166-000-0419:40 29 PS 41 VH 0-41 30/30 JS AT VHPF8505.3
9/28/2010 1-116-161-000-0259:43 32 LI 25 VH 0-25 30/30 JS AT VHPF8505.0
9/28/2010 1-166-167-000-0529:44 29 PS 52 VH 0-52 30/30 JS AT VHPF8505.3
9/28/2010 1-167-168-000-0619:50 29 PS 61 VH 0-61 30/30 JS AT VHPF8505.3
9/28/2010 1-169-170-000-02210:00 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
Wednesday, December 01, 2010 Page 21 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/28/2010 1-168-169-000-02810:12 29 PS 28 VH 0-28 30/30 JS AT VHPF8505.3
9/28/2010 1-171-172-000-02210:14 29 PS 22 VH 0-22 30/30 JS AT VHPF8505.3
9/28/2010 1-168-170-000-04510:17 29 PS 45 VH 0-45 30/30 JS AT VHPF8505.3
9/28/2010 1-173-174-000-02110:18 10 MA 21 VH 0-21 30/30 JS AT VHPF8505.0
9/28/2010 1-169-171-000-02810:25 29 PS 28 VH 0-28 30/30 JS AT VHPF8505.3
9/28/2010 1-171-173-000-03610:25 10 MA 36 VH 0-36 30/30 JS AT VHPF8505.0
9/28/2010 1-170-171-000-00910:28 29 PS 9 VH 0-9 30/30 JS AT VHPF8505.3
9/28/2010 1-170-172-000-04710:30 29 PS 47 VH 0-47 30/30 JS AT VHPF8505.3
9/28/2010 1-172-173-000-00910:30 10 MA 9 VH 0-9 30/30 JS AT VHPF8505.0
9/28/2010 1-172-174-000-04910:32 10 MA 49 VH 0-49 30/30 JS AT VHPF8505.0
9/28/2010 1-175-176-000-02210:32 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/28/2010 1-173-175-000-02410:44 29 PS 24 VH 0-24 30/30 JS AT VHPF8505.3
9/28/2010 1-175-177-000-02410:45 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.0
9/28/2010 1-173-176-000-02310:47 29 PS 23 VH 0-23 30/30 JS AT VHPF8505.3
9/28/2010 1-176-177-000-08110:49 10 MA 81 VH 0-81 30/30 JS AT VHPF8505.0
9/28/2010 1-174-176-000-06010:50 29 PS 60 VH 0-60 30/30 JS AT VHPF8505.3
Wednesday, December 01, 2010 Page 22 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/28/2010 1-177-178-000-02210:52 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/28/2010 1-176-178-000-01311:00 10 MA 13 VH 0-13 30/30 JS AT VHPF8505.0
9/28/2010 1-179-180-000-02211:03 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/28/2010 1-177-179-000-03211:09 29 PS 32 VH 0-32 30/30 JS AT VHPF8505.3
9/28/2010 1-177-180-000-07411:13 29 PS 74 VH 0-74 30/30 JS AT VHPF8505.3
9/28/2010 1-180-181-000-02211:19 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
9/28/2010 1-177-180-000-01311:21 29 PS 13 VH 0-13 30/30 JS AT VHPF8505.3
9/28/2010 1-178-180-000-01311:21 29 PS 13 VH 0-13 30/30 JS AT VHPF8505.3
9/28/2010 1-178-181-000-01111:24 29 PS 11 VH 0-11 30/30 JS AT VHPF8505.3
9/28/2010 1-161-178-000-02413:05 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.5
9/28/2010 1-161-181-000-02013:06 10 MA 20 VH 0-20 30/30 JS AT VHPF8505.5
9/28/2010 1-161-176-000-02413:10 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.5
9/28/2010 1-161-174-000-02413:15 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.5
9/28/2010 1-161-172-000-02413:20 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.5
9/28/2010 1-095-179-000-02213:21 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
9/28/2010 1-096-177-000-02213:25 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
Wednesday, December 01, 2010 Page 23 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/28/2010 1-161-170-000-02413:25 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.5
9/28/2010 1-097-175-000-02213:28 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
9/28/2010 1-098-173-000-02213:30 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
9/28/2010 1-161-168-000-02413:30 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.5
9/28/2010 1-099-171-000-02213:32 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
9/28/2010 1-100-169-000-02213:35 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
9/28/2010 1-161-167-000-02413:35 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.5
9/28/2010 1-101-168-000-02213:36 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
9/28/2010 1-102-167-000-02213:38 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
9/28/2010 1-103-166-000-02213:40 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
9/28/2010 1-161-166-000-02413:40 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.5
9/28/2010 1-104-165-000-02213:41 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
9/28/2010 1-105-164-000-02213:45 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
9/28/2010 1-161-165-000-02413:45 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.5
9/28/2010 1-106-163-000-02213:47 29 PS 22 VH 0-22 30/30 JS AT VHPF8506.0
9/28/2010 1-107-162-000-01613:50 29 PS 16 VH 0-16 30/30 JS AT VHPF8506.0
Wednesday, December 01, 2010 Page 24 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
9/28/2010 1-161-164-000-02413:50 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.5
9/28/2010 1-161-163-000-02413:55 10 MA 24 VH 0-24 30/30 JS AT VHPF8505.5
9/28/2010 1-161-162-000-01914:00 10 MA 19 VH 0-19 30/30 JS AT VHPF8505.5
9/30/2010 1-182-183-000-17014:10 10 MA 170 VH 0-170 30/30 JS AT VHPF8503.5
10/20/2010 1-184-185-000-1108:55 10 MA 110 GM 0-110 30/30 JS AT GMPF8505.0
10/20/2010 1-185-186-000-1109:20 10 MA 110 GM 0-110 30/30 JS AT GMPF8505.0
10/20/2010 1-159-184-002-1109:25 32 LI 108 GM 2-108 30/30 JS AT GMPF8505.0
10/20/2010 1-188-189-000-0229:50 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
10/20/2010 1-188-189-022-1109:59 10 MA 88 GM 22-110 30/30 JS AT GMPF8505.0
10/20/2010 1-186-187-000-11010:07 32 LI 110 GM 0-110 30/30 JS AT GMPF8505.0
10/20/2010 1-189-190-000-11110:20 29 PS 111 GM 0-111 30/30 JS AT GMPF8504.5
10/20/2010 1-190-191-000-11010:40 10 MA 110 GM 0-110 30/30 JS AT GMPF8505.0
10/20/2010 1-187-188-000-11010:47 32 LI 110 GM 0-110 30/30 JS AT GMPF8505.0
10/20/2010 1-192-193-000-08811:10 10 MA 88 GM 0-88 30/30 JS AT GMPF8505.0
10/20/2010 1-191-192-000-11011:22 29 PS 110 GM 0-110 30/30 JS AT GMPF8504.5
10/20/2010 1-193-194-000-03911:40 10 MA 39 GM 0-39 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 25 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/20/2010 1-194-195-000-03711:55 10 MA 37 GM 0-37 30/30 JS AT GMPF8505.0
10/20/2010 1-193-195-000-04911:57 10 MA 49 GM 0-49 30/30 JS AT GMPF8505.0
10/20/2010 1-192-195-000-04312:15 10 MA 43 GM 0-43 30/30 JS AT GMPF8505.0
10/20/2010 1-195-196-000-14813:29 29 LI 148 GM 0-148 30/30 JS AT GMPF8505.0
10/20/2010 1-182-197-000-05714:00 10 MA 57 GM 0-57 30/30 JS AT GMPF8505.0
10/20/2010 1-161-198-000-02214:10 29 PS 22 GM 0-22 30/30 RA AT GMPF8505.0
10/20/2010 1-196-197-000-15314:20 32 LI 153 GM 0-153 30/30 JS AT GMPF8505.0
10/20/2010 1-198-199-000-02214:22 29 PS 22 GM 0-22 30/30 RA AT GMPF8505.0
10/20/2010 1-094-201-000-02214:24 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
10/20/2010 1-199-200-000-02214:38 29 PS 22 GM 0-22 30/30 RA AT GMPF8505.0
10/20/2010 1-201-202-000-15715:28 29 PS 157 GM 0-157 30/30 JS AT GMPF8505.0
10/20/2010 1-179-201-000-03215:30 32 LI 32 GM 0-32 30/30 JS AT GMPF8505.0
10/20/2010 1-180-201-000-08715:35 32 LI 87 GM 0-87 30/30 JS AT GMPF8505.0
10/20/2010 1-181-201-000-01815:47 32 LI 18 GM 0-18 30/30 JS AT GMPF8505.0
10/20/2010 1-202-203-000-16915:48 29 PS 169 GM 0-169 30/30 JS AT GMPF8505.0
10/20/2010 1-204-205-000-02215:50 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 26 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/20/2010 1-203-204-000-03615:55 10 MA 36 GM 0-336 30/30 JS AT GMPF8505.0
10/20/2010 1-204-206-000-03915:58 32 LI 39 GM 0-39 30/30 JS AT GMPF8505.0
10/20/2010 1-205-206-000-15415:58 32 LI 154 GM 0-154 30/30 JS AT GMPF8505.0
10/20/2010 1-159-184-000-00216:00 84 RA 2 GM 0-2 30/30 JS AT GMPE8505.0
10/20/2010 1-203-205-000-14316:02 10 MA 143 GM 0-143 30/30 JS AT GMPF8505.0
10/20/2010 1-206-207-000-18416:16 29 PS 184 GM 0-184 30/30 JS AT GMPF8505.0
10/20/2010 1-207-208-000-02216:28 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
10/20/2010 1-207-209-000-18416:32 32 LI 184 GM 0-184 30/30 JS AT GMPF8505.0
10/20/2010 1-206-208-000-02316:39 29 PS 23 GM 0-23 30/30 JS AT GMPF8505.0
10/20/2010 1-091-204-000-02216:45 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
10/20/2010 1-092-203-000-02216:48 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
10/20/2010 1-093-202-000-02216:52 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
10/20/2010 1-208-209-000-03216:55 32 LI 32 GM 0-32 30/30 JS AT GMPF8505.0
10/20/2010 1-088-209-000-02216:57 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/20/2010 1-089-207-000-02217:00 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
10/20/2010 1-090-206-000-02217:03 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 27 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/24/2010 1-199-209-000-02410:32 32 LI 24 GM 0-24 30/30 PS AT GMPF8505.0
10/24/2010 1-199-208-000-02410:39 32 LI 24 GM 0-24 30/30 PS AT GMPF8505.0
10/24/2010 1-199-206-000-01810:42 32 LI 18 GM 0-18 30/30 PS AT GMPF8505.0
10/24/2010 1-198-206-000-00610:45 32 LI 6 GM 0-6 30/30 PS AT GMPF8505.0
10/24/2010 1-198-205-000-02410:50 32 LI 24 GM 0-24 30/30 PS AT GMPF8505.0
10/24/2010 1-198-203-000-02410:51 32 LI 24 GM 0-24 30/30 PS AT GMPF8505.0
10/24/2010 1-198-202-000-02410:55 32 LI 24 GM 0-24 30/30 PS AT GMPF8505.0
10/24/2010 1-198-201-000-02410:58 32 LI 24 GM 0-24 30/30 PS AT GMPF8505.0
10/28/2010 1-211-212-000-1058:10 10 MA 105 GM 0-105 30/30 JS AT GMPF8504.3
10/28/2010 1-210-211-000-1068:18 29 PS 106 GM 0-106 30/30 JS AT GMPF8504.0
10/28/2010 1-212-213-000-1078:40 10 MA 107 GM 0-107 30/30 JS AT GMPF8504.3
10/28/2010 1-215-216-000-1088:47 29 PS 108 GM 0-108 30/30 JS AT GMPF8504.0
10/28/2010 1-213-214-000-1069:10 10 MA 106 GM 0-106 30/30 JS AT GMPF8504.3
10/28/2010 1-214-215-000-1079:10 32 LI 107 GM 0-107 30/30 JS AT GMPF8504.0
10/28/2010 1-216-217-000-1099:13 29 PS 109 GM 0-109 30/30 JS AT GMPF8504.0
10/28/2010 1-222-223-000-1059:40 32 LI 105 GM 0-105 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 28 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/28/2010 1-219-220-000-1059:43 29 PS 105 GM 0-105 30/30 JS AT GMPF8504.0
10/28/2010 1-217-218-000-1099:45 10 MA 109 GM 0-109 30/30 JS AT GMPF8504.3
10/28/2010 1-223-224-000-10510:03 32 LI 105 GM 0-105 30/30 JS AT GMPF8504.0
10/28/2010 1-218-219-000-10510:10 10 MA 105 GM 0-105 30/30 JS AT GMPF8504.3
10/28/2010 1-220-221-000-10610:10 29 PS 106 GM 0-106 30/30 JS AT GMPF8504.0
10/28/2010 1-226-227-000-10510:25 32 LI 105 GM 0-105 30/30 JS AT GMPF8504.0
10/28/2010 1-225-226-000-10510:39 29 PS 105 GM 0-105 30/30 JS AT GMPF8504.0
10/28/2010 1-221-222-000-10510:40 10 MA 105 GM 0-105 30/30 JS AT GMPF8504.3
10/28/2010 1-227-228-000-10610:47 32 LI 106 GM 0-106 30/30 JS AT GMPF8504.0
10/28/2010 1-224-225-000-10511:05 10 MA 105 GM 0-105 30/30 JS AT GMPF8504.3
10/28/2010 1-228-229-000-10611:10 32 LI 106 GM 0-106 30/30 JS AT GMPF8504.0
10/28/2010 1-230-231-000-10511:14 29 PS 105 GM 0-105 30/30 JS AT GMPF8504.0
10/28/2010 1-229-230-000-10411:30 10 MA 104 GM 0-104 30/30 JS AT GMPF8504.3
10/28/2010 1-233-234-000-10511:33 32 LI 105 GM 0-105 30/30 JS AT GMPF8504.0
10/28/2010 1-231-232-000-10511:38 29 PS 105 GM 0-105 30/30 JS AT GMPF8504.0
10/28/2010 1-232-233-000-10511:50 32 LI 105 GM 0-105 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 29 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/28/2010 1-234-235-000-10512:55 10 MA 105 GM 0-105 30/30 JS AT GMPF8505.0
10/28/2010 1-236-237-000-10413:04 32 LI 104 GM 0-104 30/30 JS AT GMPF8504.4
10/28/2010 1-235-236-000-10313:11 29 PS 103 GM 0-103 30/30 JS AT GMPF8504.0
10/28/2010 1-238-239-000-10413:25 10 MA 104 GM 0-104 30/30 JS AT GMPF8505.0
10/28/2010 1-241-242-000-10413:38 32 LI 104 GM 0-104 30/30 JS AT GMPF8504.4
10/28/2010 1-237-238-000-10413:42 29 PS 104 GM 0-104 30/30 JS AT GMPF8504.0
10/28/2010 1-240-241-000-10513:45 10 MA 105 GM 0-105 30/30 JS AT GMPF8505.0
10/28/2010 1-244-245-000-10114:08 32 LI 101 GM 0-101 30/30 JS AT GMPF8504.4
10/28/2010 1-243-244-000-10314:10 10 MA 103 GM 0-103 30/30 JS AT GMPF8505.0
10/28/2010 1-239-240-000-10514:13 29 PS 105 GM 0-105 30/30 JS AT GMPF8504.0
10/28/2010 1-245-246-000-10114:35 10 MA 101 GM 0-101 30/30 JS AT GMPF8505.0
10/28/2010 1-242-243-000-10414:36 29 PS 104 GM 0-104 30/30 JS AT GMPF8504.0
10/28/2010 1-248-249-000-10114:40 32 LI 121 GM 0-101 30/30 JS AT GMPF8504.4
10/28/2010 1-247-248-000-10015:00 10 MA 100 GM 0-100 30/30 JS AT GMPF8505.0
10/28/2010 1-246-247-000-10015:04 29 PS 100 GM 0-100 30/30 JS AT GMPF8504.0
10/28/2010 1-251-252-000-09915:10 32 LI 99 GM 0-99 30/30 JS AT GMPF8504.4
Wednesday, December 01, 2010 Page 30 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/28/2010 1-250-251-000-09415:20 10 MA 94 GM 0-94 30/30 JS AT GMPF8505.0
10/28/2010 1-249-250-000-10215:25 29 PS 102 GM 0-102 30/30 JS AT GMPF8504.0
10/28/2010 1-254-255-000-09615:30 32 LI 96 GM 0-96 30/30 JS AT GMPF8504.4
10/28/2010 1-250-251-094-10215:35 10 MA 8 GM 94-102 30/30 JS AT GMPF8505.0
10/28/2010 1-253-254-000-09715:40 10 MA 97 GM 0-97 30/30 JS AT GMPF8505.0
10/28/2010 1-256-257-000-09715:51 32 LI 97 GM 0-97 30/30 JS AT GMPF8504.4
10/28/2010 1-252-253-000-09716:00 29 PS 97 GM 0-97 30/30 JS AT GMPF8504.0
10/28/2010 1-255-256-000-09816:00 10 MA 98 GM 0-98 30/30 JS AT GMPF8505.0
10/28/2010 1-257-258-000-09816:11 32 LI 98 GM 0-98 30/30 JS AT GMPF8504.4
10/30/2010 1-262-263-000-0998:08 32 LI 99 GM 0-99 30/30 JS AT GMPF8504.0
10/30/2010 1-258-259-000-0778:10 10 MA 77 GM 0-77 30/30 JS AT GMPF8504.3
10/30/2010 1-258-262-000-0198:23 29 PS 19 GM 0-19 30/30 JS AT GMPF8504.0
10/30/2010 1-260-261-000-0178:28 32 LI 17 GM 0-17 30/30 JS AT GMPF8504.0
10/30/2010 1-259-260-000-0088:30 10 MA 8 GM 0-8 30/30 JS AT GMPF8504.3
10/30/2010 1-259-260-008-0508:32 10 MA 42 GM 8-50 30/30 JS AT GMPF8504.3
10/30/2010 1-260-262-000-0328:52 32 LI 32 GM 0-32 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 31 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/30/2010 1-261-262-000-0178:55 32 LI 17 GM 0-17 30/30 JS AT GMPF8504.0
10/30/2010 1-259-262-000-0329:08 32 LI 32 GM 0-32 30/30 JS AT GMPF8504.0
10/30/2010 1-266-267-000-1049:12 29 PS 104 GM 0-104 30/30 JS AT GMPF8504.0
10/30/2010 1-263-264-000-0709:20 32 LI 70 GM 0-70 30/30 JS AT GMPF8504.0
10/30/2010 1-265-266-000-0399:30 10 MA 39 GM 0-39 30/30 JS AT GMPF8504.3
10/30/2010 1-263-264-070-0999:34 32 LI 29 GM 70-99 30/30 JS AT GMPF8504.0
10/30/2010 1-267-268-000-1039:45 29 PS 103 GM 0-103 30/30 JS AT GMPF8504.0
10/30/2010 1-269-270-000-10710:00 10 MA 107 GM 0-107 30/30 JS AT GMPF8504.3
10/30/2010 1-264-265-000-03810:10 32 LI 38 GM 0-38 30/30 JS AT GMPF8504.0
10/30/2010 1-264-266-000-05310:17 32 LI 53 GM 0-53 30/30 JS AT GMPF8504.0
10/30/2010 1-268-269-000-10510:17 29 PS 105 GM 0-105 30/30 JS AT GMPF8504.0
10/30/2010 1-271-272-000-04410:22 10 MA 44 GM 0-44 30/30 JS AT GMPF8504.3
10/30/2010 1-271-272-044-06110:32 10 MA 17 GM 44-61 30/30 JS AT GMPF8504.3
10/30/2010 1-271-272-061-08610:36 10 MA 25 GM 61-86 30/30 JS AT GMPF8504.3
10/30/2010 1-273-274-000-10510:36 32 LI 105 GM 0-105 30/30 JS AT GMPF8504.0
10/30/2010 1-271-272-086-10610:41 10 MA 20 GM 86-106 30/30 JS AT GMPF8504.3
Wednesday, December 01, 2010 Page 32 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/30/2010 1-270-271-000-10810:50 29 PS 108 GM 0-108 30/30 JS AT GMPF8504.0
10/30/2010 1-274-275-000-10610:59 32 LI 106 GM 0-106 30/30 JS AT GMPF8504.0
10/30/2010 1-272-273-000-09111:18 29 PS 91 GM 0-91 30/30 JS AT GMPF8504.0
10/30/2010 1-276-277-000-10711:24 32 LI 107 GM 0-107 30/30 JS AT GMPF8504.0
10/30/2010 1-275-276-000-10711:30 10 MA 107 GM 0-107 30/30 JS AT GMPF8504.3
10/30/2010 1-277-278-000-10711:35 10 MA 107 GM 0-107 30/30 JS AT GMPF8504.3
10/30/2010 1-272-273-091-10511:40 29 PS 14 GM 91-105 30/30 JS AT GMPF8504.0
10/30/2010 1-278-279-000-10612:47 32 LI 106 GM 0-106 30/30 JS AT GMPF8505.0
10/30/2010 1-279-280-000-10912:55 10 MA 109 GM 0-109 30/30 JS AT GMPF8505.0
10/30/2010 1-280-281-000-10512:58 29 PS 105 GM 0-105 30/30 JS AT GMPF8504.0
10/30/2010 1-281-282-000-10213:10 32 LI 102 GM 0-102 30/30 JS AT GMPF8505.0
10/30/2010 1-282-283-000-10313:20 10 MA 103 GM 0-103 30/30 JS AT GMPF8505.0
10/30/2010 1-283-284-000-10413:21 29 PS 104 GM 0-104 30/30 JS AT GMPF8504.0
10/30/2010 1-284-285-000-10513:30 32 LI 105 GM 0-105 30/30 JS AT GMPF8505.0
10/30/2010 1-286-287-000-10613:43 29 PS 106 GM 0-106 30/30 JS AT GMPF8504.0
10/30/2010 1-287-288-000-10713:45 10 MA 107 GM 0-107 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 33 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
10/30/2010 1-285-286-000-10513:47 32 LI 105 GM 0-105 30/30 JS AT GMPF8505.0
10/30/2010 1-288-289-000-10614:05 32 LI 106 GM 0-106 30/30 JS AT GMPF8505.0
10/30/2010 1-289-290-000-10614:10 29 PS 106 GM 0-106 30/30 JS AT GMPF8504.0
10/30/2010 1-290-291-000-10314:15 10 MA 103 GM 0-103 30/30 JS AT GMPF8505.0
10/30/2010 1-292-293-000-10214:28 32 LI 102 GM 0-102 30/30 JS AT GMPF8505.0
10/30/2010 1-291-292-000-10214:31 29 PS 102 GM 0-102 30/30 JS AT GMPF8504.0
10/30/2010 1-294-295-000-10214:40 10 MA 102 GM 0-102 30/30 JS AT GMPF8505.0
10/30/2010 1-293-294-000-10214:44 32 LI 102 GM 0-102 30/30 JS AT GMPF8505.0
10/30/2010 1-295-296-000-10315:11 29 PS 103 GM 0-103 30/30 JS AT GMPF8504.0
10/30/2010 1-296-297-000-09915:19 32 LI 99 GM 0-099 30/30 JS AT GMPF8505.0
10/30/2010 1-297-298-000-10015:25 10 MA 100 GM 0-100 30/30 JS AT GMPF8505.0
11/1/2010 1-299-300-000-2388:31 32 LI 238 GM 0-238 30/30 JS AT GMPF8504.8
11/1/2010 1-301-302-000-0228:43 29 SC 22 GM 0-22 30/30 JS AT GMPF8504.8
11/1/2010 1-301-303-000-0528:50 29 SC 52 GM 0-52 30/30 JS AT GMPF8504.8
11/1/2010 1-302-303-000-2098:55 29 SC 209 GM 0-209 30/30 JS AT GMPF8504.8
11/1/2010 1-300-301-000-0509:09 32 LI 50 GM 0-50 30/30 JS AT GMPF8504.8
Wednesday, December 01, 2010 Page 34 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/1/2010 1-304-305-000-0039:38 29 SC 3 GM 0-3 30/30 JS AT GMPF8504.8
11/1/2010 1-304-305-003-0229:39 29 SC 19 GM 3-22 30/30 JS AT GMPF8504.8
11/1/2010 1-303-304-000-0669:45 29 SC 66 GM 0-66 30/30 JS AT GMPF8504.8
11/1/2010 1-304-306-000-0639:45 10 MA 63 GM 0-63 30/30 JS AT GMPF8505.0
11/1/2010 1-300-302-000-2019:50 32 LI 201 GM 0-201 30/30 JS AT GMPF8504.8
11/1/2010 1-209-299-000-2269:52 32 LI 226 GM 0-226 30/30 JS AT GMPF8504.8
11/1/2010 1-305-306-000-2169:55 10 MA 216 GM 0-216 30/30 JS AT GMPF8505.0
11/1/2010 1-303-305-000-2079:56 29 SC 207 GM 0-207 30/30 JS AT GMPF8504.8
11/1/2010 1-307-308-000-02210:30 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-309-310-000-02210:30 29 SC 22 GM 0-22 30/30 JS AT GMPF8504.8
11/1/2010 1-309-311-000-28610:36 32 LI 286 GM 0-286 30/30 JS AT GMPF8504.8
11/1/2010 1-306-307-000-03710:40 29 SC 37 GM 0-37 30/30 JS AT GMPF8504.8
11/1/2010 1-307-309-000-03610:40 10 MA 36 GM 0-36 30/30 JS AT GMPF8505.0
11/1/2010 1-306-308-000-24310:45 29 SC 243 GM 0-243 30/30 JS AT GMPF8504.8
11/1/2010 1-308-309-000-25110:45 10 MA 251 GM 0-251 30/30 JS AT GMPF8505.0
11/1/2010 1-310-311-000-03011:20 32 LI 30 GM 0-30 30/30 JS AT GMPF8504.8
Wednesday, December 01, 2010 Page 35 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/1/2010 1-308-310-000-01711:25 10 MA 17 GM 0-17 30/30 JS AT GMPF8505.0
11/1/2010 1-314-315-000-34711:25 29 SC 347 GM 0-347 30/30 JS AT GMPF8504.8
11/1/2010 1-312-313-000-02211:29 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.8
11/1/2010 1-311-312-000-17511:30 10 MA 175 GM 0-175 30/30 JS AT GMPF8505.0
11/1/2010 1-312-314-000-17511:37 32 LI 175 GM 0-175 30/30 JS AT GMPF8504.8
11/1/2010 1-306-308-243-25811:55 29 SC 15 GM 243-258 30/30 JS AT GMPF8504.8
11/1/2010 1-311-313-000-15111:55 10 MA 151 GM 0-151 30/30 JS AT GMPF8505.0
11/1/2010 1-313-314-000-16312:03 32 LI 163 GM 0-163 30/30 JS AT GMPF8504.8
11/1/2010 1-316-317-000-02213:35 29 SC 22 GM 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-315-316-000-19213:40 32 LI 192 GM 0-192 30/30 JS AT GMPF8505.0
11/1/2010 1-316-318-000-19213:51 29 SC 192 GM 0-192 30/30 JS AT GMPF8505.0
11/1/2010 1-318-319-000-02214:05 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.5
11/1/2010 1-317-318-000-16914:06 29 SC 169 GM 0-169 30/30 JS AT GMPF8505.0
11/1/2010 1-315-317-000-16614:08 32 LI 166 GM 0-166 30/30 JS AT GMPF8505.0
11/1/2010 1-318-320-000-36214:15 10 MA 362 GM 0-362 30/30 JS AT GMPF8505.5
11/1/2010 1-317-319-000-00814:39 29 SC 8 GM 0-8 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 36 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/1/2010 1-321-322-000-02214:39 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-320-321-000-16014:48 32 LI 160 GM 0-160 30/30 JS AT GMPF8505.0
11/1/2010 1-321-323-000-15814:54 29 SC 158 GM 0-158 30/30 JS AT GMPF8505.0
11/1/2010 1-319-320-000-01715:05 10 MA 17 GM 0-17 30/30 JS AT GMPF8505.5
11/1/2010 1-320-322-000-23115:11 32 LI 231 GM 0-231 30/30 JS AT GMPF8505.0
11/1/2010 1-322-323-000-15015:13 29 SC 150 GM 0-150 30/30 JS AT GMPF8505.0
11/1/2010 1-323-324-000-02215:20 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.5
11/1/2010 1-323-325-000-30715:25 10 MA 307 GM 0-307 30/30 JS AT GMPF8505.5
11/1/2010 1-322-324-000-09115:32 29 SC 91 GM 0-91 30/30 JS AT GMPF8505.0
11/1/2010 1-325-326-000-42215:59 32 LI 422 GM 0-422 30/30 JS AT GMPF8505.0
11/1/2010 1-324-325-000-10416:10 10 MA 104 GM 0-104 30/30 JS AT GMPF8505.5
11/1/2010 1-200-325-000-02416:45 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-200-324-000-02416:50 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-200-322-000-02416:55 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-048-325-000-01916:56 29 SC 19 GM 0-19 30/30 JS AT GMPF8505.0
11/1/2010 1-049-323-000-02017:00 29 SC 20 GM 0-20 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 37 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/1/2010 1-200-320-000-02417:00 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-050-321-000-01917:04 29 SC 19 GM 0-19 30/30 JS AT GMPF8505.0
11/1/2010 1-200-319-000-02417:05 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-051-320-000-02017:07 29 SC 20 GM 0-20 30/30 JS AT GMPF8505.0
11/1/2010 1-052-318-000-00317:09 29 SC 3 GM 0-3 30/30 JS AT GMPF8505.0
11/1/2010 1-052-318-003-00617:10 29 SC 3 GM 3-6 30/30 JS AT GMPF8505.0
11/1/2010 1-200-317-000-02417:10 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-052-318-006-02117:13 29 SC 15 GM 6-21 30/30 JS AT GMPF8505.0
11/1/2010 1-053-316-000-02217:15 29 SC 22 GM 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-200-315-000-02417:15 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-054-315-000-02217:17 29 SC 22 GM 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-063-314-000-02217:20 29 SC 22 GM 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-200-314-000-02417:20 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-064-312-000-02217:25 29 SC 22 VH 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-200-313-000-02417:25 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-065-311-000-02217:28 29 SC 22 VH 0-22 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 38 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/1/2010 1-200-311-000-02417:30 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-066-309-000-01317:32 29 SC 13 VH 0-13 30/30 JS AT GMPF8505.0
11/1/2010 1-066-309-013-02217:34 29 SC 9 GM 13-22 30/30 JS AT GMPF8505.0
11/1/2010 1-067-307-000-02217:35 29 SC 22 VH 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-200-310-000-02417:35 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-074-306-000-02217:37 29 SC 22 VH 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-075-304-000-02217:39 29 SC 22 VH 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-200-308-000-02417:40 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-083-303-000-02217:42 29 SC 22 VH 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-200-306-000-02417:45 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-085-301-000-02217:46 29 SC 22 VH 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-086-300-000-02217:49 29 SC 22 VH 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-200-305-000-02417:50 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-087-299-000-02217:52 29 SC 22 VH 0-22 30/30 JS AT GMPF8505.0
11/1/2010 1-200-303-000-02417:55 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-200-302-000-01918:00 10 MA 19 GM 0-19 30/30 JS AT GMPF8505.5
Wednesday, December 01, 2010 Page 39 of 89
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/1/2010 1-199-302-000-00518:04 10 MA 5 GM 0-5 30/30 JS AT GMPF8505.5
11/1/2010 1-199-300-000-02418:05 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/1/2010 1-199-299-000-02418:10 10 MA 24 GM 0-24 30/30 JS AT GMPF8505.5
11/2/2010 1-327-328-000-0228:50 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/2/2010 1-326-327-000-1229:05 29 PS 122 GM 0-122 30/30 JS AT GMPF8504.0
11/2/2010 1-329-330-000-0209:19 32 LI 20 GM 0-20 30/30 JS AT GMPF8504.8
11/2/2010 1-326-328-000-3039:23 29 PS 303 GM 0-303 30/30 JS AT GMPF8504.0
11/2/2010 1-327-329-000-1229:33 32 LI 122 GM 0-122 30/30 JS AT GMPF8504.8
11/2/2010 1-328-329-000-1079:52 32 LI 107 GM 0-107 30/30 JS AT GMPF8504.8
11/2/2010 1-328-330-000-19410:08 32 LI 194 GM 0-194 30/30 JS AT GMPF8504.8
11/2/2010 1-039-326-000-02210:25 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/2/2010 1-037-329-000-02010:43 29 PS 20 GM 0-20 30/30 JS AT GMPF8504.0
11/2/2010 1-038-327-000-02210:46 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/2/2010 1-184-329-000-00811:06 29 PS 8 GM 0-8 30/30 JS AT GMPF8504.0
11/2/2010 1-159-329-000-02211:07 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/2/2010 1-158-329-000-02211:11 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 40 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/2/2010 1-195-330-000-02211:16 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.8
11/2/2010 1-192-330-000-00711:21 32 LI 7 GM 0-7 30/30 JS AT GMPF8504.8
11/2/2010 1-196-330-000-00311:21 32 LI 3 GM 0-3 30/30 JS AT GMPF8504.8
11/2/2010 1-191-330-000-02211:22 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.8
11/2/2010 1-190-330-000-02211:25 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.8
11/2/2010 1-157-329-000-02211:26 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/2/2010 1-189-330-000-02211:28 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.8
11/2/2010 1-156-329-000-02211:29 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/2/2010 1-188-330-000-02211:31 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.8
11/2/2010 1-155-329-000-02211:32 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/2/2010 1-187-330-000-02211:35 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.8
11/2/2010 1-154-329-000-01811:36 29 PS 18 GM 0-18 30/30 JS AT GMPF8504.0
11/2/2010 1-186-330-000-02211:38 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.8
11/2/2010 1-154-329-018-02211:39 29 PS 4 GM 18-22 30/30 JS AT GMPF8504.0
11/2/2010 1-153-329-000-02211:40 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/2/2010 1-185-330-000-02211:40 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.8
Wednesday, December 01, 2010 Page 41 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/2/2010 1-152-329-000-02211:43 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/2/2010 1-184-330-000-01511:43 32 LI 15 GM 0-15 30/30 JS AT GMPF8504.8
11/2/2010 1-151-329-000-02211:45 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/2/2010 1-150-329-000-02211:50 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/3/2010 1-182-197-000-04813:20 29 PS 48 VH 0-48 30/30 JS AT VHPF8503.5
11/3/2010 1-197-328-000-02213:35 29 PS 22 VH 0-22 30/30 JS AT VHPF8504.0
11/3/2010 1-196-328-000-00513:40 29 PS 5 VH 0-5 30/30 JS AT VHPF8504.0
11/3/2010 1-182-333-000-02014:28 29 PS 20 VH 0-20 30/30 JS AT VHPF8503.5
11/3/2010 1-332-333-000-02214:37 29 PS 22 VH 0-22 30/30 JS AT VHPF8504.0
11/3/2010 1-200-333-000-02214:55 29 PS 22 MC 0-22 30/30 JS AT VHPF8504.0
11/3/2010 1-331-333-000-01215:06 29 PS 12 VH 0-12 30/30 JS AT GMPF8504.0
11/3/2010 1-200-331-000-21915:07 29 PS 219 VH 0-219 30/30 JS AT VHPF8504.0
11/3/2010 1-326-332-000-02015:10 75 MA 20 VH 0-20 PATCH&VT N/A VT VHN/AE500N/A
11/3/2010 1-328-332-000-01815:15 75 MA 18 VH 0-18 PATCH&VT N/A VT VHN/AE500N/A
11/3/2010 1-200-326-000-00615:45 75 MA 6 VH 0-6 PATCH&VT N/A VT VHN/AE500N/A
11/4/2010 1-336-337-000-0528:58 29 PS 52 GM 0-52 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 42 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-337-338-000-0219:00 10 MA 21 GM 0-21 30/30 JS AT GMPF8504.0
11/4/2010 1-335-336-000-0229:04 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.4
11/4/2010 1-337-338-021-0879:05 10 MA 66 GM 21-87 30/30 JS AT GMPF8504.0
11/4/2010 1-335-337-000-0209:06 29 PS 20 GM 0-20 30/30 JS AT GMPF8504.0
11/4/2010 1-334-336-000-0059:14 32 LI 5 GM 0-5 30/30 JS AT GMPF8504.4
11/4/2010 1-334-336-005-0409:14 32 LI 35 GM 5-40 30/30 JS AT GMPF8504.4
11/4/2010 1-339-340-000-0229:15 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-334-335-000-0189:21 32 LI 18 GM 0-18 30/30 JS AT GMPF8504.4
11/4/2010 1-338-339-000-0079:21 29 PS 7 GM 0-7 30/30 JS AT GMPF8504.0
11/4/2010 1-338-340-000-0989:22 29 PS 98 GM 0-98 30/30 JS AT GMPF8504.0
11/4/2010 1-342-343-000-0229:30 10 MA 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-339-341-000-0239:32 32 LI 23 GM 0-23 30/30 JS AT GMPF8504.4
11/4/2010 1-341-342-000-0499:35 10 MA 49 GM 0-49 30/30 JS AT GMPF8504.0
11/4/2010 1-340-341-000-0989:36 32 LI 98 GM 0-98 30/30 JS AT GMPF8504.4
11/4/2010 1-342-344-000-0659:47 29 PS 65 GM 0-65 30/30 JS AT GMPF8504.0
11/4/2010 1-341-343-000-0869:49 10 MA 86 GM 0-86 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 43 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-343-344-000-0869:57 29 PS 86 GM 0-86 30/30 JS AT GMPF8504.0
11/4/2010 1-345-346-000-02210:02 32 LI 22 GM 0-22 30/30 ET AT GMPF8504.4
11/4/2010 1-344-345-000-01210:13 32 LI 12 GM 0-12 30/30 JS AT GMPF8504.4
11/4/2010 1-344-346-000-15610:16 32 LI 156 GM 0-156 30/30 ET AT GMPF8504.4
11/4/2010 1-349-350-000-02210:18 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-347-348-000-02210:20 10 MA 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-348-349-000-02910:27 29 PS 29 GM 0-29 30/30 JS AT GMPF8504.0
11/4/2010 1-345-348-000-02810:30 10 MA 28 GM 0-28 30/30 ET AT GMPF8504.0
11/4/2010 1-348-350-000-04510:32 29 PS 45 GM 0-45 30/30 JS AT GMPF8504.0
11/4/2010 1-346-348-000-02910:35 10 MA 29 GM 0-29 30/30 ET AT GMPF8504.0
11/4/2010 1-347-350-000-12510:39 29 PS 125 GM 0-125 30/30 JS AT GMPF8504.0
11/4/2010 1-346-347-000-12610:40 10 MA 126 GM 0-126 30/30 JS AT GMPF8504.0
11/4/2010 1-349-351-026-04510:49 32 LI 19 GM 26-45 30/30 ET AT GMPF8504.4
11/4/2010 1-350-351-000-17010:52 32 LI 170 GM 0-170 30/30 JS AT GMPF8504.4
11/4/2010 1-352-353-000-02211:08 10 MA 22 GM 0-22 30/30 ET AT GMPF8504.0
11/4/2010 1-351-352-000-03711:12 29 PS 37 GM 0-37 30/30 ET AT GMPF8504.0
Wednesday, December 01, 2010 Page 44 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-352-354-000-05211:15 10 MA 52 GM 0-52 30/30 ET AT GMPF8504.0
11/4/2010 1-351-353-000-19111:18 29 PS 191 GM 0-191 30/30 ET AT GMPF8504.0
11/4/2010 1-353-354-000-19211:25 10 MA 192 GM 0-192 30/30 ET AT GMPF8504.0
11/4/2010 1-356-357-000-02211:27 32 LI 22 GM 0-22 30/30 ET AT GMPF8504.4
11/4/2010 1-355-356-000-02211:40 32 LI 22 GM 0-22 30/30 ET AT GMPF8504.4
11/4/2010 1-359-360-000-02211:50 32 LI 22 GM 0-22 30/30 ET AT GMPF8504.4
11/4/2010 1-361-362-000-02211:57 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.4
11/4/2010 1-362-363-000-02211:57 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-366-367-000-02212:04 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-358-359-000-02213:05 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-363-364-000-02213:15 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-354-355-000-00913:20 10 MA 9 GM 0-9 30/30 ET AT GMPF8505.5
11/4/2010 1-355-360-000-01813:20 32 LI 18 GM 0-18 30/30 ET AT GMPF8505.0
11/4/2010 1-354-356-000-08213:22 10 MA 82 GM 0-82 30/30 ET AT GMPF8505.5
11/4/2010 1-367-368-000-02213:26 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-354-357-000-16613:30 10 MA 166 GM 0-166 30/30 ET AT GMPF8505.5
Wednesday, December 01, 2010 Page 45 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-355-359-000-00613:30 32 LI 6 GM 0-6 30/30 ET AT GMPF8505.0
11/4/2010 1-356-359-000-08313:31 32 LI 83 GM 0-83 30/30 ET AT GMPF8505.0
11/4/2010 1-357-359-000-02713:35 32 LI 27 GM 0-27 30/30 ET AT GMPF8505.0
11/4/2010 1-371-372-000-02213:37 29 PS 22 MC 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-357-358-000-13813:40 32 LI 138 GM 0-138 30/30 JS AT GMPF8505.0
11/4/2010 1-368-369-000-02213:46 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-370-371-000-02213:57 29 PS 22 MC 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-360-361-000-02914:05 10 MA 29 GM 0-29 30/30 JS AT GMPF8505.5
11/4/2010 1-365-366-000-02214:07 32 LI 22 MC 0-22 30/30 ET AT GMPF8505.0
11/4/2010 1-376-377-000-02214:07 29 PS 22 MC 0-22 30/30 ET AT GMPF8504.0
11/4/2010 1-360-362-000-00714:10 10 MA 7 GM 0-7 30/30 JS AT GMPF8505.5
11/4/2010 1-359-362-000-06414:11 10 MA 64 GM 0-64 30/30 JS AT GMPF8505.5
11/4/2010 1-374-375-000-02214:13 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
11/4/2010 1-377-378-000-02214:18 29 PS 22 MC 0-22 30/30 ET AT GMPF8504.0
11/4/2010 1-373-374-000-02214:20 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
11/4/2010 1-359-363-000-05214:25 10 MA 52 GM 0-52 30/30 JS AT GMPF8505.5
Wednesday, December 01, 2010 Page 46 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-361-365-000-00614:30 54 ML 6 GM 0-6 30/30 ET AT GMPF8504.5
11/4/2010 1-361-366-000-03214:31 54 ML 32 GM 0-32 30/30 JS AT GMPF8504.5
11/4/2010 1-372-373-000-02214:33 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/4/2010 1-358-363-000-01714:35 10 MA 17 GM 0-17 30/30 JS AT GMPF8505.5
11/4/2010 1-358-364-000-12114:38 10 MA 121 GM 0-121 30/30 JS AT GMPF8505.5
11/4/2010 1-361-366-032-03714:39 54 ML 5 GM 32-37 30/30 JS AT GMPF8504.5
11/4/2010 1-362-366-000-01614:40 54 ML 16 GM 0-16 30/30 JS AT GMPF8504.5
11/4/2010 1-380-381-000-02214:40 32 LI 22 MC 0-22 30/30 JS AT GMPF8505.0
11/4/2010 1-362-366-016-07414:44 54 ML 58 GM 16-74 30/30 ET AT GMPF8504.5
11/4/2010 1-363-367-000-06914:49 54 ML 69 GM 0-69 30/30 JS AT GMPF8504.5
11/4/2010 1-378-379-000-02214:50 29 PS 22 MC 0-22 30/30 ET AT MCPF8504.0
11/4/2010 1-381-382-000-02214:50 32 LI 22 MC 0-22 30/30 ET AT GMPF8505.0
11/4/2010 1-365-375-000-01214:55 10 MA 12 GM 0-12 30/30 ET AT GMPF8505.5
11/4/2010 1-365-374-000-00914:57 10 MA 9 GM 0-9 PATCH&VT N/A VT GMN/AF8505.5
11/4/2010 1-366-374-000-01414:59 10 MA 14 GM 0-14 30/30 ET AT GMPF8505.5
11/4/2010 1-364-368-000-06815:00 54 ML 68 GM 0-68 30/30 JS AT GMPF8504.5
Wednesday, December 01, 2010 Page 47 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-383-384-000-02215:00 32 LI 22 MC 0-22 30/30 ET AT GMPF8505.0
11/4/2010 1-366-373-000-09415:01 10 MA 94 GM 0-94 30/30 ET AT GMPF8505.5
11/4/2010 1-379-380-000-02215:02 29 PS 22 MC 0-22 30/30 JS AT VHPF8504.0
11/4/2010 1-364-369-000-05315:10 54 ML 53 GM 0-53 30/30 JS AT GMPF8504.5
11/4/2010 1-367-373-000-02915:13 10 MA 29 GM 0-29 30/30 ET AT GMPF8505.5
11/4/2010 1-384-385-000-02215:15 29 PS 22 MC 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-367-372-000-03915:17 10 MA 39 GM 0-39 30/30 ET AT GMPF8505.5
11/4/2010 1-375-382-000-00515:20 32 LI 5 GM 0-5 30/30 ET AT GMPF8505.0
11/4/2010 1-375-381-000-02715:21 32 LI 27 GM 0-27 30/30 ET AT GMPF8505.0
11/4/2010 1-368-372-000-02515:23 10 MA 25 GM 0-25 30/30 JS AT GMPF8505.5
11/4/2010 1-374-381-000-02315:24 32 LI 23 GM 0-23 30/30 ET AT GMPF8505.0
11/4/2010 1-368-371-000-04415:26 10 MA 44 GM 0-44 30/30 JS AT GMPF8505.5
11/4/2010 1-373-381-000-04015:26 32 LI 40 GM 0-40 30/30 ET AT GMPF8505.0
11/4/2010 1-385-386-000-02215:31 29 PS 22 MC 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-369-371-000-02015:32 10 MA 20 GM 0-20 30/30 JS AT GMPF8505.5
11/4/2010 1-373-380-000-06715:34 32 LI 67 GM 0-67 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 48 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-369-370-000-03215:35 10 MA 32 GM 0-32 30/30 JS AT GMPF8505.5
11/4/2010 1-382-383-000-02215:36 54 ML 22 GM 0-22 30/30 ET AT GMPF8504.5
11/4/2010 1-373-379-000-01715:41 32 LI 17 GM 0-17 30/30 JS AT GMPF8505.0
11/4/2010 1-381-383-000-09115:41 54 ML 91 GM 0-91 30/30 ET AT GMPF8504.5
11/4/2010 1-389-390-000-02215:42 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/4/2010 1-372-379-000-01815:43 32 LI 18 GM 0-18 30/30 ET AT GMPF8505.0
11/4/2010 1-372-378-000-04615:45 32 LI 46 GM 0-46 30/30 ET AT GMPF8505.0
11/4/2010 1-391-392-000-02215:45 10 MA 22 GM 0-22 30/30 ET AT GMPF8505.5
11/4/2010 1-371-378-000-01015:51 32 LI 10 GM 0-10 30/30 ET AT GMPF8505.0
11/4/2010 1-371-377-000-04315:53 32 LI 43 GM 0-43 30/30 ET AT GMPF8505.0
11/4/2010 1-386-387-000-02215:53 29 PS 22 MC 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-371-376-000-01215:57 32 LI 12 GM 0-12 30/30 ET AT GMPF8505.0
11/4/2010 1-380-383-000-00815:58 54 ML 8 GM 0-8 30/30 ET AT GMPF8504.5
11/4/2010 1-380-384-000-05715:59 54 ML 57 GM 0-57 30/30 JS AT GMPF8504.5
11/4/2010 1-392-393-000-02216:00 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.5
11/4/2010 1-370-376-000-03116:01 32 LI 31 GM 0-31 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 49 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-379-385-000-03516:01 54 ML 35 GM 0-35 30/30 ET AT GMPF8504.5
11/4/2010 1-380-385-000-00316:01 54 ML 3 GM 0-3 PATCH&VT N/A VT GMN/AF8504.5
11/4/2010 1-388-389-000-02216:04 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/4/2010 1-378-385-000-02816:06 54 ML 28 GM 0-28 30/30 ET AT GMPF8504.5
11/4/2010 1-378-386-000-02816:10 54 ML 28 GM 0-28 30/30 ET AT GMPF8504.5
11/4/2010 1-393-394-000-02216:12 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.5
11/4/2010 1-377-386-000-03516:15 54 ML 35 GM 0-35 30/30 ET AT GMPF8504.5
11/4/2010 1-377-387-000-00816:19 54 ML 8 GM 0-8 30/30 ET AT GMPF8504.5
11/4/2010 1-376-387-000-04316:20 54 ML 43 GM 0-43 30/30 JS AT GMPF8504.5
11/4/2010 1-383-394-000-02716:20 10 MA 27 GM 0-27 30/30 ET AT GMPF8505.5
11/4/2010 1-390-391-000-02216:24 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/4/2010 1-383-393-000-07716:25 10 MA 77 GM 0-77 30/30 ET AT GMPF8505.5
11/4/2010 1-394-395-000-04416:27 32 LI 44 GM 0-44 30/30 JS AT GMPF8505.0
11/4/2010 1-393-395-000-07716:34 32 LI 77 GM 0-77 30/30 ET AT GMPF8505.0
11/4/2010 1-396-397-000-02216:35 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-383-392-000-03616:36 10 MA 36 GM 0-36 30/30 JS AT GMPF8505.5
Wednesday, December 01, 2010 Page 50 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-397-398-000-01016:40 54 ML 10 GM 0-10 30/30 JS AT GMPF8504.5
11/4/2010 1-384-392-000-04016:41 10 MA 40 GM 0-40 30/30 ET AT GMPF8505.5
11/4/2010 1-397-398-010-02216:41 54 ML 12 GM 10-22 30/30 JS AT GMPF8504.5
11/4/2010 1-392-395-000-07616:43 32 LI 76 GM 0-76 30/30 ET AT GMPF8505.0
11/4/2010 1-384-391-000-01116:45 10 MA 11 GM 0-11 30/30 JS AT GMPF8505.5
11/4/2010 1-385-391-000-03816:48 10 MA 38 GM 0-38 30/30 ET AT GMPF8505.5
11/4/2010 1-399-400-000-02216:50 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/4/2010 1-385-390-000-02816:53 10 MA 28 GM 0-28 30/30 ET AT GMPF8505.5
11/4/2010 1-395-398-000-00416:53 54 ML 4 GM 0-4 30/30 JS AT GMPF8504.5
11/4/2010 1-395-397-000-26416:54 54 ML 264 GM 0-264 30/30 JS AT GMPF8504.5
11/4/2010 1-386-390-000-03016:56 10 MA 30 GM 0-30 30/30 ET AT GMPF8505.5
11/4/2010 1-391-395-000-05516:57 32 LI 55 GM 0-55 30/30 JS AT GMPF8505.0
11/4/2010 1-386-389-000-03217:00 10 MA 32 GM 0-32 30/30 ET AT GMPF8505.5
11/4/2010 1-398-400-000-02117:02 29 PS 21 GM 0-21 30/30 JS AT GMPF8504.0
11/4/2010 1-390-395-000-05817:03 32 LI 58 GM 0-58 30/30 JS AT GMPF8505.0
11/4/2010 1-387-389-000-01717:04 10 MA 17 GM 0-17 30/30 ET AT GMPF8505.5
Wednesday, December 01, 2010 Page 51 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-397-400-000-10917:05 29 PS 109 GM 0-109 30/30 JS AT GMPF8504.0
11/4/2010 1-387-388-000-03317:08 10 MA 33 GM 0-33 30/30 ET AT GMPF8505.5
11/4/2010 1-389-395-000-05017:12 32 LI 50 GM 0-50 30/30 JS AT GMPF8505.0
11/4/2010 1-388-395-000-03217:18 32 LI 32 GM 0-32 30/30 JS AT GMPF8505.0
11/4/2010 1-397-399-000-15717:22 29 PS 157 GM 0-157 30/30 JS AT GMPF8504.0
11/4/2010 1-210-334-000-02217:25 10 MA 22 VH 0-22 30/30 ET AT GMPF8505.5
11/4/2010 1-395-396-000-04917:25 54 ML 49 GM 0-49 30/30 JS AT GMPF8504.5
11/4/2010 1-211-335-000-02217:29 10 MA 22 VH 0-22 30/30 ET AT GMPF8505.5
11/4/2010 1-212-337-000-02217:32 10 MA 22 VH 0-22 30/30 ET AT GMPF8505.5
11/4/2010 1-395-396-049-08717:32 54 ML 38 GM 49-87 30/30 JS AT GMPF8504.5
11/4/2010 1-213-338-000-02217:35 10 MA 22 VH 0-22 30/30 ET AT GMPF8505.5
11/4/2010 1-395-396-087-14017:36 54 ML 53 GM 87-140 30/30 JS AT GMPF8504.5
11/4/2010 1-214-340-000-02217:38 10 MA 22 VH 0-22 30/30 ET AT GMPF8505.5
11/4/2010 1-222-353-000-02217:39 32 LI 22 VH 0-22 30/30 ET AT GMPF8505.0
11/4/2010 1-215-341-000-02217:41 10 MA 22 VH 0-22 30/30 JS AT GMPF8505.5
11/4/2010 1-223-354-000-02217:41 32 LI 22 VH 0-22 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 52 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-216-343-000-02217:45 10 MA 22 VH 0-22 30/30 JS AT GMPF8505.5
11/4/2010 1-224-357-000-02217:45 32 LI 22 VH 0-22 30/30 JS AT GMPF8505.0
11/4/2010 1-396-399-000-13917:45 29 PS 139 GM 0-139 30/30 JS AT GMPF8504.0
11/4/2010 1-217-344-000-02217:48 10 MA 22 VH 0-22 30/30 ET AT GMPF8505.5
11/4/2010 1-225-358-000-02217:48 32 LI 22 VH 0-22 30/30 JS AT GMPF8505.0
11/4/2010 1-218-346-000-02217:51 10 MA 22 VH 0-22 30/30 JS AT GMPF8505.5
11/4/2010 1-226-364-000-02217:51 32 LI 22 VH 0-22 30/30 JS AT GMPF8505.0
11/4/2010 1-219-347-000-02217:54 10 MA 22 VH 0-22 30/30 JS AT GMPF8505.5
11/4/2010 1-227-369-000-02217:55 32 LI 22 VH 0-22 30/30 JS AT GMPF8505.0
11/4/2010 1-220-350-000-02217:57 10 MA 22 VH 0-22 30/30 JS AT GMPF8505.5
11/4/2010 1-228-370-000-02217:58 32 LI 22 VH 0-22 30/30 JS AT VHPF8505.0
11/4/2010 1-221-351-000-02218:00 10 MA 22 VH 0-22 30/30 ET AT VHPF8505.5
11/4/2010 1-229-376-000-02218:01 32 LI 22 VH 0-22 30/30 JS AT GMPF8505.0
11/4/2010 1-230-387-000-02218:05 32 LI 22 VH 0-22 30/30 JS AT GMPF8505.0
11/4/2010 1-231-388-000-02218:08 32 LI 22 VH 0-22 30/30 JS AT GMPF8505.0
11/4/2010 1-232-395-000-02218:11 32 LI 22 VH 0-22 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 53 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/4/2010 1-233-396-000-02218:16 32 LI 22 VH 0-22 30/30 JS AT GMPF8505.0
11/5/2010 1-401-402-000-0228:00 10 MA 22 GM 0-22 30/30 JS AT GMPF8504.5
11/5/2010 1-402-403-000-0228:18 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/5/2010 1-400-401-000-0328:25 10 MA 32 GM 0-32 30/30 JS AT GMPF8504.5
11/5/2010 1-401-404-000-0488:30 29 PS 48 GM 0-48 30/30 JS AT GMPF8504.0
11/5/2010 1-400-402-000-0368:33 10 MA 36 GM 0-36 30/30 JS AT GMPF8504.5
11/5/2010 1-400-403-000-0768:37 10 MA 76 GM 0-76 30/30 JS AT GMPF8504.5
11/5/2010 1-402-404-000-0378:39 29 PS 37 GM 0-37 30/30 JS AT GMPF8504.0
11/5/2010 1-403-404-000-3708:44 29 PS 370 GM 0-370 30/30 JS AT GMPF8504.0
11/5/2010 1-405-406-000-0228:45 54 ML 22 GM 0-22 30/30 JS AT GMPF8504.5
11/5/2010 1-399-403-000-2978:51 10 MA 297 GM 0-297 30/30 JS AT GMPF8504.5
11/5/2010 1-404-405-000-0448:55 54 ML 44 GM 0-44 30/30 JS AT GMPF8504.5
11/5/2010 1-404-406-000-4279:05 54 ML 427 GM 0-427 30/30 JS AT GMPF8504.5
11/5/2010 1-407-408-000-0229:48 29 PS 22 MC 0-22 30/30 JS AT GMPF8504.0
11/5/2010 1-409-410-000-0229:50 10 MA 22 MC 0-22 30/30 JS AT GMPF8504.5
11/5/2010 1-411-412-000-02210:03 29 PS 22 MC 0-22 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 54 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/5/2010 1-412-413-000-02210:03 10 MA 22 MC 0-22 30/30 JS AT GMPF8504.5
11/5/2010 1-407-410-000-33010:12 29 PS 330 GM 0-330 30/30 JS AT GMPF8504.0
11/5/2010 1-405-407-000-05910:15 54 ML 59 GM 0-59 30/30 JS AT GMPF8504.5
11/5/2010 1-410-411-000-02910:15 10 MA 29 GM 0-29 30/30 JS AT GMPF8504.5
11/5/2010 1-410-412-000-05510:20 10 MA 55 GM 0-55 30/30 JS AT GMPF8504.5
11/5/2010 1-406-407-000-18910:25 54 ML 189 GM 0-189 30/30 JS AT GMPF8504.5
11/5/2010 1-410-412-055-31710:29 10 MA 262 GM 55-317 30/30 JS AT GMPF8504.5
11/5/2010 1-406-407-189-29810:54 54 ML 109 GM 189-298 30/30 JS AT GMPF8504.5
11/5/2010 1-407-409-000-04511:00 29 PS 45 GM 0-45 30/30 JS AT GMPF8504.0
11/5/2010 1-409-412-000-00411:05 10 MA 4 GM 0-4 30/30 JS AT GMPF8504.5
11/5/2010 1-409-413-000-17111:05 10 MA 171 GM 0-171 30/30 JS AT GMPF8504.5
11/5/2010 1-406-408-000-03711:07 54 ML 37 GM 0-37 30/30 JS AT GMPF8504.5
11/5/2010 1-408-409-000-12911:07 29 PS 129 GM 0-129 30/30 JS AT GMPF8504.0
11/5/2010 1-406-408-037-13011:15 54 ML 93 GM 37-130 30/30 JS AT GMPF8504.5
11/5/2010 1-183-414-000-13113:10 10 MA 131 GM 0-131 30/30 ET AT GMPF8503.5
11/5/2010 1-414-415-000-15613:15 29 PS 156 GM 0-156 30/30 ET AT GMPF8504.0
Wednesday, December 01, 2010 Page 55 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/5/2010 1-210-416-000-05613:26 32 LI 56 GM 0-56 30/30 ET AT GMPF8504.8
11/5/2010 1-234-399-000-02213:30 54 ML 22 MC 0-22 30/30 JS AT GMPF8504.5
11/5/2010 1-235-403-000-02213:35 54 ML 22 MC 0-22 30/30 JS AT GMPF8504.5
11/5/2010 1-236-404-000-02213:40 54 ML 22 MC 0-22 30/30 JS AT GMPF8504.5
11/5/2010 1-183-414-143-15113:42 10 MA 8 GM 143-151 30/30 ET AT GMPF8503.5
11/5/2010 1-210-416-056-10713:43 32 LI 51 GM 56-107 30/30 ET AT GMPF8504.8
11/5/2010 1-415-417-000-02813:43 29 PS 28 GM 0-28 30/30 ET AT GMPF8504.0
11/5/2010 1-183-414-131-14313:44 10 MA 12 GM 131-143 30/30 ET AT GMPF8503.5
11/5/2010 1-237-406-000-02213:45 54 ML 22 MC 0-22 30/30 JS AT GMPF8504.5
11/5/2010 1-238-408-000-02213:50 54 ML 22 MC 0-22 30/30 JS AT GMPF8504.5
11/5/2010 1-334-416-000-04213:52 32 LI 42 GM 0-42 30/30 JS AT GMPF8504.8
11/5/2010 1-414-417-000-00813:54 29 PS 8 GM 0-8 30/30 ET AT GMPF8504.0
11/5/2010 1-239-409-000-02213:55 54 ML 22 MC 0-22 30/30 JS AT GMPF8504.5
11/5/2010 1-414-417-008-01513:55 29 PS 7 GM 7-15 30/30 ET AT GMPF8504.0
11/5/2010 1-417-418-000-09613:55 10 MA 96 GM 0-96 30/30 ET AT GMPF8505.5
11/5/2010 1-240-413-000-02214:00 54 ML 22 MC 0-22 30/30 JS AT GMPF8504.5
Wednesday, December 01, 2010 Page 56 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/5/2010 1-416-417-000-13314:02 32 LI 133 GM 0-133 30/30 JS AT GMPF8504.8
11/5/2010 1-420-421-000-02814:12 29 PS 28 GM 0-28 30/30 ET AT GMPF8504.0
11/5/2010 1-418-419-000-07514:20 10 MA 75 GM 0-75 30/30 ET AT GMPF8505.5
11/5/2010 1-419-420-000-05114:26 29 PS 51 GM 0-51 30/30 ET AT GMPF8504.0
11/5/2010 1-415-418-000-03214:49 32 LI 32 GM 0-32 30/30 JS AT GMPF8504.8
11/5/2010 1-415-419-000-03214:53 32 LI 32 GM 0-32 30/30 ET AT GMPF8504.8
11/5/2010 1-415-420-000-03214:56 32 LI 32 GM 0-32 30/30 ET AT GMPF8504.8
11/5/2010 1-415-421-000-03715:02 32 LI 37 GM 0-37 30/30 ET AT GMPF8504.8
11/6/2010 1-274-442-000-0226:28 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-411-422-000-0468:16 10 MA 46 GM 0-46 30/30 JS AT GMPF8504.5
11/6/2010 1-422-423-000-5538:20 32 LI 553 GM 0-553 30/30 JS AT GMPF8504.4
11/6/2010 1-412-422-000-3228:25 10 MA 322 GM 0-322 30/30 JS AT GMPF8504.5
11/6/2010 1-423-424-000-5488:31 29 PS 548 GM 0-548 30/30 JS AT GMPF8504.0
11/6/2010 1-413-422-000-1729:18 10 MA 172 GM 0-172 30/30 JS AT GMPF8504.5
11/6/2010 1-424-425-000-5639:20 54 ML 563 GM 0-563 30/30 JS AT GMPF8504.0
11/6/2010 1-425-426-000-5579:55 10 MA 557 GM 0-557 30/30 JS AT GMPF8504.5
Wednesday, December 01, 2010 Page 57 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/6/2010 1-427-428-000-41810:05 29 PS 418 GM 0-418 30/30 JS AT GMPF8504.0
11/6/2010 1-426-427-000-28710:08 32 LI 287 GM 0-287 30/30 JS AT GMPF8504.4
11/6/2010 1-426-427-287-56110:45 32 LI 274 GM 287-561 30/30 JS AT GMPF8504.4
11/6/2010 1-428-429-000-03611:05 54 RF 36 GM 0-36 30/30 JS AT GMPF8504.5
11/6/2010 1-427-428-418-54411:07 29 PS 126 GM 418-544 30/30 JS AT GMPF8504.0
11/6/2010 1-428-429-036-54611:18 54 RF 510 GM 36-546 30/30 JS AT GMPF8504.5
11/6/2010 1-430-431-000-18011:27 10 MA 180 GM 0-180 30/30 JS AT GMPF8504.5
11/6/2010 1-431-432-000-05411:33 32 LI 54 GM 0-54 30/30 JS AT GMPF8504.4
11/6/2010 1-432-433-000-55611:33 29 PS 556 GM 0-556 30/30 JS AT GMPF8504.0
11/6/2010 1-429-430-000-55311:34 3233 ML 553 GM 0-553 30/30 JS AT GMPF40016
11/6/2010 1-431-432-054-29611:45 32 LI 242 GM 56-296 30/30 JS AT GMPF8504.4
11/6/2010 1-430-431-180-55511:58 10 MA 375 GM 180-555 30/30 JS AT GMPF8504.5
11/6/2010 1-431-432-296-55512:20 32 LI 259 GM 296-555 30/30 JS AT GMPF8504.4
11/6/2010 1-433-434-000-54913:20 54 RF 549 GM 0-549 30/30 JS AT GMPF8504.5
11/6/2010 1-434-435-000-54913:30 3233 ML 549 GM 0-549 30/30 JS AT GMPF40016
11/6/2010 1-435-436-000-55213:51 29 PS 552 GM 0-552 30/30 JS AT GMPF8505.2
Wednesday, December 01, 2010 Page 58 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/6/2010 1-436-437-000-30414:17 32 LI 304 GM 0-304 30/30 JS AT GMPF8505.0
11/6/2010 1-241-422-000-02214:40 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-242-423-000-02214:44 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-243-424-000-02214:47 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-244-425-000-02214:50 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-245-426-000-02214:53 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-246-427-000-02214:56 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-247-428-000-02214:59 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-248-429-000-02215:03 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-436-437-304-55115:03 32 LI 304 GM 0-304 30/30 JS AT GMPF8505.0
11/6/2010 1-249-430-000-02215:05 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-250-431-000-02215:09 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-251-432-000-02215:12 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-252-433-000-00915:15 54 RF 9 GM 0-9 30/30 JS AT GMPF8504.5
11/6/2010 1-252-433-009-02215:17 54 RF 13 GM 0-13 30/30 JS AT GMPF8504.5
11/6/2010 1-253-434-000-02215:19 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/6/2010 1-254-435-000-02215:21 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-255-436-000-02215:25 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/6/2010 1-437-438-000-55115:50 3233 ML 551 GM 0-551 30/30 JS AT GMPF41016
11/6/2010 1-438-439-000-54816:03 54 RF 548 GM 0-548 30/30 JS AT GMPF8504.5
11/6/2010 1-439-440-000-10316:26 32 LI 103 GM 0-103 30/30 JS AT GMPF8505.0
11/6/2010 1-439-440-103-54116:44 32 LI 438 GM 103-541 30/30 JS AT GMPF8505.0
11/6/2010 1-440-441-000-51417:10 3233 ML 514 GM 0-514 30/30 JS AT GMPF41016
11/6/2010 1-441-442-000-15317:27 29 PS 153 GM 0-153 30/30 JS AT GMPF8505.2
11/6/2010 1-441-443-000-24617:42 54 RF 246 GM 0-246 30/30 JS AT GMPF8504.5
11/6/2010 1-442-443-000-02217:45 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.5
11/6/2010 1-280-442-000-02218:05 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-279-442-000-02218:09 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-443-444-000-53518:10 3233 ML 535 GM 0-535 30/30 JS AT GMPF41016
11/6/2010 1-278-442-000-02218:13 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-277-442-000-02218:18 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-276-442-000-02218:19 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
Wednesday, December 01, 2010 Page 60 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/6/2010 1-256-437-000-02218:26 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
11/6/2010 1-275-442-000-02218:26 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-444-445-000-08518:27 54 RF 85 GM 0-85 30/30 JS AT GMPF8504.5
11/6/2010 1-257-438-000-02218:30 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
11/6/2010 1-273-441-000-02218:32 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-258-439-000-02218:36 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
11/6/2010 1-272-441-000-02218:36 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-271-441-000-02218:40 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-262-439-000-00718:41 32 LI 7 GM 0-7 30/30 JS AT GMPF8505.0
11/6/2010 1-270-441-000-02218:45 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-263-440-000-02218:48 32 LI 22 GM 0-22 30/30 JS AT GMPF8505.0
11/6/2010 1-269-441-000-02218:48 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-264-440-000-00518:50 32 LI 5 GM 0-5 30/30 JS AT GMPF8505.0
11/6/2010 1-268-441-000-02218:51 29 PS 22 GM 0-22 30/30 JS AT GMPF8505.2
11/6/2010 1-267-440-000-01318:53 32 LI 13 GM 0-13 30/30 JS AT GMPF8505.0
11/6/2010 1-267-441-000-00618:56 29 PS 6 GM 0-6 30/30 JS AT GMPF8505.2
Wednesday, December 01, 2010 Page 61 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/7/2010 1-200-446-000-1799:20 3233 ML 179 VH 0-179 30/30 JS AT VHPF42016
11/7/2010 1-199-446-000-1239:30 3233 ML 123 VH 0-123 30/30 JS AT VHPF42016
11/7/2010 1-198-446-000-1139:40 3233 ML 113 VH 0-113 30/30 JS AT VHPF42016
11/7/2010 1-331-446-000-0229:40 54 RF 22 VH 0-22 30/30 JS AT VHPF8504.5
11/7/2010 1-160-446-000-0229:55 3233 ML 22 VH 0-22 30/30 JS AT VHPF42016
11/7/2010 1-416-447-000-02811:53 54 RF 28 VH 0-28 30/30 JS AT VHPF8504.5
11/7/2010 1-334-447-000-02911:58 54 RF 29 VH 0-29 30/30 JS AT VHPF8504.5
11/7/2010 1-336-447-000-02612:04 54 RF 26 VH 0-26 30/30 JS AT VHPF8504.5
11/7/2010 1-337-447-000-02812:10 54 RF 28 VH 0-28 30/30 JS AT VHPF8504.5
11/7/2010 1-338-447-000-02812:15 54 RF 28 VH 0-28 30/30 JS AT VHPF8504.5
11/7/2010 1-339-447-000-02712:20 54 RF 27 VH 0-27 30/30 JS AT VHPF8504.5
11/7/2010 1-341-447-000-02412:25 54 RF 24 VH 0-24 30/30 JS AT VHPF8504.5
11/7/2010 1-417-447-000-01114:17 84 LI 11 VH 0-11 VT AG VT VHPE530N/A
11/7/2010 1-344-447-000-00816:47 54 RF 8 VH 0-8 30/30 JS AT VHPF8504.5
11/7/2010 1-342-447-000-02816:49 54 RF 28 VH 0-28 30/30 JS AT VHPF8504.5
11/7/2010 1-447-448-000-01516:55 54 RF 15 VH 0-15 30/30 JS AT VHPF8504.5
Wednesday, December 01, 2010 Page 62 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/7/2010 1-447-448-015-02216:58 54 RF 7 VH 15-22 30/30 JS AT VHPF8504.5
11/7/2010 1-344-448-000-02017:03 54 RF 20 VH 0-20 30/30 JS AT VHPF8504.5
11/7/2010 1-345-448-000-01217:06 54 RF 12 VH 0-12 30/30 JS AT VHPF8504.5
11/8/2010 1-449-450-000-1787:42 54 RF 178 GM 0-178 30/30 JS AT GMPF8504.5
11/8/2010 1-449-451-000-1707:56 10 LI 170 GM 0-170 30/30 JS AT GMPF8504.5
11/8/2010 1-288-445-000-0228:06 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-452-453-000-0198:10 54 RF 19 GM 0-19 30/30 JS AT GMPF8504.5
11/8/2010 1-287-445-000-0228:11 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-286-445-000-0228:15 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-444-449-000-3698:15 3233 ML 369 GM 0-369 30/30 JS AT GMPF41015
11/8/2010 1-451-453-000-1638:18 54 RF 163 GM 0-163 30/30 JS AT GMPF8504.5
11/8/2010 1-285-445-006-0228:20 29 PS 16 GM 6-22 30/30 ET AT GMPF8504.0
11/8/2010 1-284-444-000-0228:27 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-283-444-000-0228:30 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-450-451-000-0228:33 10 LI 22 GM 0-22 30/30 JS AT GMPF8504.5
11/8/2010 1-282-444-000-0228:34 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
Wednesday, December 01, 2010 Page 63 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/8/2010 1-281-444-000-0228:38 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-451-452-000-0248:40 54 RF 24 GM 0-24 30/30 JS AT GMPF8504.5
11/8/2010 1-450-452-000-0688:43 54 RF 68 GM 0-68 30/30 JS AT GMPF8504.5
11/8/2010 1-453-454-000-1658:46 10 LI 165 GM 0-165 30/30 JS AT GMPF8504.5
11/8/2010 1-445-449-000-0148:48 29 PS 14 GM 0-14 30/30 JS AT GMPF8504.0
11/8/2010 1-443-457-000-2739:00 3233 ML 273 GM 0-27 30/30 JS AT GMPF41015
11/8/2010 1-297-452-000-0229:03 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-296-452-000-0229:07 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-457-458-000-2239:07 54 RF 223 GM 0-223 30/30 JS AT GMPF8504.5
11/8/2010 1-455-456-000-0169:20 10 LI 16 GM 0-16 30/30 JS AT GMPF8504.5
11/8/2010 1-295-450-000-0229:21 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/8/2010 1-294-450-000-0229:26 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/8/2010 1-454-456-000-0299:26 10 LI 29 GM 0-29 30/30 JS AT GMPF8504.5
11/8/2010 1-293-450-000-0229:29 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-454-455-000-0639:30 10 LI 63 GM 0-63 30/30 JS AT GMPF8504.5
11/8/2010 1-458-459-000-0229:30 3233 ML 22 GM 0-22 30/30 JS AT GMPF41015
Wednesday, December 01, 2010 Page 64 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/8/2010 1-292-450-000-0229:33 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-459-460-000-0169:35 3233 ML 16 GM 0-16 30/30 JS AT GMPF41015
11/8/2010 1-458-460-000-2449:36 3233 ML 244 GM 0-244 30/30 JS AT GMPF41015
11/8/2010 1-291-450-000-0229:37 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-290-449-000-0229:40 29 PS 22 GM 0-22 30/30 ET AT GMPF8504.0
11/8/2010 1-441-457-000-0229:40 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/8/2010 1-441-458-000-0199:42 54 RF 19 GM 0-19 30/30 JS AT GMPF8504.5
11/8/2010 1-289-449-000-0149:43 29 PS 14 GM 0-14 30/30 JS AT GMPF8504.0
11/8/2010 1-457-459-000-0329:52 10 LI 32 GM 0-32 30/30 JS AT GMPF8504.5
11/8/2010 1-462-463-000-0229:54 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/8/2010 1-460-461-000-2539:57 54 RF 253 GM 0-253 30/30 JS AT GMPF8504.5
11/8/2010 1-462-464-000-00910:00 29 PS 9 GM 0-9 30/30 JS AT GMPF8504.0
11/8/2010 1-463-464-000-21310:03 29 PS 213 GM 0-213 30/30 JS AT GMPF8504.0
11/8/2010 1-461-462-000-02410:05 3233 ML 24 GM 0-24 30/30 JS AT GMPF41015
11/8/2010 1-461-463-000-21310:06 3233 ML 213 GM 213 30/30 JS AT GMPF41015
11/8/2010 1-465-466-000-02210:13 10 LI 22 GM 0-22 30/30 JS AT GMPF8504.5
Wednesday, December 01, 2010 Page 65 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/8/2010 1-464-465-000-12710:24 10 LI 127 GM 0-127 30/30 JS AT GMPF8504.5
11/8/2010 1-465-467-000-11110:30 3233 ML 111 GM 0-111 30/30 JS AT GMPF41015
11/8/2010 1-466-467-000-08010:40 3233 ML 80 GM 0-80 30/30 JS AT GMPF41015
11/8/2010 1-470-471-000-02210:42 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/8/2010 1-464-466-000-08010:46 10 LI 80 GM 0-80 30/30 JS AT GMPF8504.5
11/8/2010 1-467-469-000-05210:46 54 RF 52 GM 0-52 30/30 JS AT GMPF8504.5
11/8/2010 1-468-469-000-02210:47 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/8/2010 1-469-471-000-03410:50 3233 ML 34 GM 0-34 30/30 JS AT GMPF41015
11/8/2010 1-468-470-000-11810:52 3233 ML 118 GM 0-118 30/30 JS AT GMPF41015
11/8/2010 1-467-468-000-11710:55 54 RF 117 GM 0-117 30/30 JS AT GMPF8504.5
11/8/2010 1-471-472-000-01610:57 29 PS 16 GM 0-16 30/30 JS AT GMPF8504.0
11/8/2010 1-470-472-000-11811:00 29 PS 118 GM 0-118 30/30 JS AT GMPF8504.0
11/8/2010 1-472-473-000-11811:06 3233 ML 118 GM 0-118 30/30 JS AT GMPF41015
11/8/2010 1-474-475-000-08711:14 10 LI 87 GM 0-87 30/30 JS AT GMPF8504.5
11/8/2010 1-473-474-000-10111:15 54 RF 101 GM 0-101 30/30 JS AT GMPF8504.5
11/8/2010 1-475-476-000-07011:20 3233 ML 70 GM 0-70 30/30 JS AT GMPF41015
Wednesday, December 01, 2010 Page 66 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/8/2010 1-476-477-000-05411:29 3233 ML 54 GM 0-54 30/30 JS AT GMPF41015
11/8/2010 1-478-495-000-01811:34 54 RF 18 GM 0-18 30/30 JS AT GMPF8504.5
11/8/2010 1-477-478-000-03811:35 3233 ML 38 GM 0-38 30/30 JS AT GMPF41015
11/8/2010 1-431-472-000-02211:39 10 LI 22 GM 0-22 30/30 JS AT GMPF8504.5
11/8/2010 1-432-470-000-02211:43 10 LI 22 GM 0-22 30/30 ET AT GMPF8504.5
11/8/2010 1-433-468-000-02211:48 10 LI 22 GM 0-22 30/30 ET AT GMPF8504.5
11/8/2010 1-424-495-000-02212:58 54 RF 22 GM 0-22 30/30 ET AT GMPF8504.5
11/8/2010 1-425-478-000-02213:02 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/8/2010 1-426-477-000-02213:05 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/8/2010 1-434-467-000-02213:07 10 LI 22 GM 0-22 30/30 JS AT GMPF8504.45
11/8/2010 1-427-476-000-02213:08 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/8/2010 1-435-466-000-02213:11 10 LI 22 GM 0-22 30/30 JS AT GMPF8504.45
11/8/2010 1-427-475-000-01213:12 54 RF 12 GM 0-12 30/30 JS AT GMPF8504.5
11/8/2010 1-428-475-000-02213:14 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/8/2010 1-429-475-000-01213:18 54 RF 12 GM 0-12 30/30 JS AT GMPF8504.5
11/8/2010 1-429-474-000-02213:20 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
Wednesday, December 01, 2010 Page 67 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/8/2010 1-436-464-000-02213:20 10 LI 22 GM 0-22 30/30 ET AT GMPF8504.45
11/8/2010 1-430-473-000-02213:24 54 RF 22 GM 0-22 30/30 ET AT GMPF8504.5
11/8/2010 1-437-463-000-02213:24 10 LI 22 GM 0-22 30/30 ET AT GMPF8504.45
11/8/2010 1-438-461-000-02213:29 10 LI 22 GM 0-22 30/30 JS AT GMPF8504.45
11/8/2010 1-439-460-000-02213:32 10 LI 22 GM 0-22 30/30 JS AT GMPF8504.45
11/8/2010 1-440-460-000-01013:43 32 LI 10 GM 0-10 30/30 JS AT GMPF8504.45
11/8/2010 1-440-458-000-02213:48 32 LI 22 GM 0-22 30/30 JS AT GMPF8504.45
11/8/2010 1-345-479-000-01414:00 54 RF 14 GM 0-14 30/30 JS AT VHPF8504.5
11/8/2010 1-348-479-000-02514:03 54 RF 25 GM 0-25 30/30 JS AT VHPF8504.5
11/8/2010 1-349-479-000-02614:07 54 RF 26 GM 0-26 30/30 JS AT VHPF8504.5
11/8/2010 1-351-479-000-02814:11 54 RF 28 GM 0-28 30/30 JS AT VHPF8504.5
11/8/2010 1-352-479-000-02714:15 54 RF 27 GM 0-27 30/30 JS AT VHPF8504.5
11/8/2010 1-354-479-000-02814:18 54 RF 28 GM 0-28 30/30 JS AT VHPF8504.5
11/8/2010 1-479-499-000-02214:21 54 RF 22 VH 0-22 30/30 JS AT VHPF8504.5
11/8/2010 1-355-499-000-02214:23 54 RF 22 VH 0-22 30/30 JS AT VHPF8504.5
11/8/2010 1-360-479-000-02814:25 54 RF 28 GM 0-28 30/30 JS AT VHPF8504.5
Wednesday, December 01, 2010 Page 68 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/8/2010 1-479-483-000-04614:30 54 RF 46 VH 0-46 30/30 JS AT VHPF8504.5
11/8/2010 1-479-484-000-02414:38 54 RF 24 VH 0-21 30/30 JS AT VHPF8504.5
11/8/2010 1-479-485-000-06014:43 54 RF 60 VH 0-60 30/30 JS AT VHPF8504.5
11/8/2010 1-383-479-000-01914:55 54 RF 19 VH 0-19 30/30 JS AT VHPF8504.5
11/8/2010 1-394-479-000-02614:59 54 RF 26 VH 0-26 30/30 JS AT VHPF8504.5
11/8/2010 1-395-479-000-02615:04 54 RF 26 GM 0-26 30/30 JS AT VHPF8504.5
11/8/2010 1-398-479-000-02715:09 54 RF 27 GM 0-27 30/30 JS AT VHPF8504.5
11/8/2010 1-383-485-000-01015:15 54 RF 10 VH 0-10 30/30 JS AT VHPF8504.5
11/8/2010 1-382-485-000-02715:17 54 RF 27 VH 0-27 30/30 JS AT VHPF8504.5
11/8/2010 1-375-484-000-02715:23 54 RF 27 VH 0-27 30/30 JS AT VHPF8504.5
11/8/2010 1-365-483-000-02615:29 54 RF 26 VH 0-26 30/30 JS AT VHPF8504.5
11/8/2010 1-361-483-000-01715:34 54 RF 17 VH 0-17 30/30 JS AT VHPF8504.5
11/8/2010 1-349-351-000-02616:05 75 LI 26 GM 0-26 VT AO VT GMPE500N/A
11/8/2010 1-404-509-000-00616:26 29 PS 6 GM 0-6 30/30 JS AT VHPF8504.0
11/8/2010 1-405-509-000-02616:27 29 PS 26 GM 0-26 30/30 JS AT VHPF8504.0
11/8/2010 1-407-509-000-00616:33 29 PS 6 GM 0-6 30/30 JS AT VHPF8504.0
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/9/2010 1-280-444-000-0049:50 84 LI 4 VH 0-4 PATCH&VT N/A VT VHN/AE550N/A
11/9/2010 1-285-445-000-00610:31 84 PS 6 GM 0-6 PATCH&VT N/A VT GMN/AE550N/A
11/9/2010 1-433-467-000-00713:30 3936 LL 7 VH 0-7 PATCH&VT N/A VT VHN/AE275N/A
11/10/2010 1-447-480-000-19117:00 54 RF 191 VH 0-191 30/30 JS AT VHPF8504.5
11/10/2010 1-447-482-000-02217:12 29 PS 22 VH 0-22 30/30 JS AT VHPF8504.0
11/10/2010 1-414-482-000-01117:17 29 PS 11 VH 0-11 30/30 JS AT VHPF8504.0
11/10/2010 1-417-482-000-01117:20 29 PS 11 VH 0-11 30/30 JS AT VHPF8504.0
11/10/2010 1-331-480-000-19117:25 29 PS 191 VH 0-191 30/30 JS AT VHPF8504.0
11/10/2010 1-447-481-000-04317:38 54 RF 43 VH 0-43 30/30 JS AT VHPF8504.5
11/10/2010 1-331-481-000-06717:41 29 PS 67 VH 0-67 30/30 JS AT VHPF8504.0
11/10/2010 1-446-481-000-03717:51 54 RF 37 VH 0-37 30/30 JS AT VHPF8504.5
11/10/2010 1-448-481-000-02318:00 54 RF 23 VH 0-23 30/30 JS AT VHPF8504.5
11/11/2010 1-480-481-000-00310:47 84 LI 3 VH 0-3 PATCH&VT N/A VT GMN/AE550N/A
11/11/2010 1-479-R823-000-01516:50 54 RF 15 VH 0-15 30/30 JS AT VHPF8504.5
11/11/2010 1-448-R823-000-01516:53 54 RF 15 VH 0-15 30/30 JS AT VHPF8504.5
11/11/2010 1-479-486-000-35616:57 54 RF 356 VH 0-356 30/30 JS AT VHPF8504.5
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/11/2010 1-446-448-000-00417:25 54 RF 4 VH 0-4 30/30 JS AT VHPF8504.5
11/11/2010 1-446-486-000-18617:26 54 RF 186 VH 0-186 30/30 JS AT VHPF8504.5
11/12/2010 1-479-487-000-06610:00 29 ML 66 VH 0-66 30/30 JS AT VHPF8504.0
11/12/2010 1-479-R852-000-02610:21 29 ML 26 VH 0-26 30/30 JS AT VHPF8504.0
11/12/2010 1-479-R852-000-02510:35 29 ML 25 VH 0-25 30/30 JS AT VHPF8504.0
11/12/2010 1-446-486-186-34210:50 29 ML 158 VH 186-342 30/30 JS AT VHPF8504.0
11/12/2010 1-479-R826-000-01713:05 29 ML 17 VH 0-17 30/30 JS AT VHPF8504.0
11/12/2010 1-349-R870-000-01813:10 29 ML 18 VH 0-18 30/30 JS AT VHPF8504.0
11/12/2010 1-479-R826-000-01613:15 29 ML 16 VH 0-16 30/30 JS AT VHPF8504.0
11/12/2010 1-349-R870-000-01713:19 29 ML 17 VH 0-17 30/30 JS AT VHPF8504.0
11/12/2010 1-500-501-000-00513:59 10 LI 5 VH 0-5 30/30 JS AT VHPF8504.4
11/12/2010 1-501-502-000-00514:04 10 LI 5 VH 0-5 30/30 JS AT VHPF8504.4
11/12/2010 1-298-488-000-10714:05 2502 RC 107 VH 0-107 30/30 JR AT VHPF4306.5
11/12/2010 1-488-489-000-10514:26 2502 RC 105 VH 0-105 30/30 JR AT VHPF4306.5
11/12/2010 1-321-500-000-09814:37 10 LI 98 VH 0-98 30/30 JS AT VHPF8504.4
11/12/2010 1-489-490-000-10314:50 2502 RC 103 VH 0-103 30/30 JR AT VHPF4306.5
Wednesday, December 01, 2010 Page 71 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/12/2010 1-321-501-000-05814:52 10 LI 58 VH 0-58 30/30 JR AT VHPF8504.4
11/12/2010 1-322-501-000-09115:02 10 LI 91 VH 0-91 30/30 JR AT VHPF8504.4
11/12/2010 1-490-491-000-10115:12 2502 RC 101 VH 0-101 30/30 JR AT VHPF4306.5
11/12/2010 1-322-502-000-14915:15 10 LI 149 VH 0-149 30/30 JR AT VHPF8504.4
11/12/2010 1-491-492-000-09915:35 2502 RC 99 VH 0-99 30/30 JR AT VHPF4306.5
11/12/2010 1-323-500-000-09815:50 10 LI 98 VH 0-98 30/30 JS AT VHPF8504.4
11/12/2010 1-479-494-000-02216:00 54 RF 22 GM 0-22 30/30 JS AT GMPF8504.5
11/12/2010 1-492-493-000-09616:00 2502 RC 96 VH 0-96 30/30 JR AT VHPF4306.5
11/12/2010 1-323-501-000-15016:05 10 LI 501 VH 0-501 30/30 JR AT VHPF8504.4
11/12/2010 1-401-514-000-02816:10 54 RF 28 GM 0-28 30/30 JS AT VHPF8504.5
11/12/2010 1-400-514-000-00516:15 54 RF 5 GM 0-5 30/30 JS AT VHPF8504.5
11/12/2010 1-400-479-000-01616:16 54 RF 16 VH 0-16 30/30 JS AT VHPF8504.5
11/12/2010 1-479-514-000-03316:19 54 RF 33 GM 0-33 30/30 JS AT GMPF8504.5
11/12/2010 1-160-494-000-36916:25 29 ML 369 GM 0-369 30/30 JS AT GMPF8504.0
11/12/2010 1-404-479-000-02216:26 54 RF 22 GM 0-22 30/30 JS AT VHPF8504.5
11/12/2010 1-479-509-000-03216:31 54 RF 32 VH 0-32 30/30 JS AT VHPF8504.5
Wednesday, December 01, 2010 Page 72 of 89
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/12/2010 1-323-502-000-05816:35 10 LI 58 VH `0-58 30/30 JS AT GMPF8504.4
11/12/2010 1-407-479-000-02216:38 54 RF 22 VH 0-22 30/30 JS AT VHPF8504.5
11/12/2010 1-407-494-000-00716:40 54 RF 7 VH 0-7 30/30 JS AT VHPF8504.5
11/12/2010 1-494-496-000-08616:41 54 RF 86 GM 0-86 30/30 JS AT GMPF8504.5
11/12/2010 1-324-502-000-09216:49 10 LI 92 VH 0-92 30/30 JS AT GMPF8504.4
11/12/2010 1-494-497-000-12716:54 54 RF 127 GM 0-127 30/30 JS AT GMPF8504.5
11/12/2010 1-494-498-000-13717:13 54 RF 137 GM 0-137 30/30 JS AT GMPF8504.5
11/13/2010 1-454-493-000-0227:50 2502 RC 22 VH 0-22 30/30 JR AT VHPF4306.0
11/13/2010 1-454-492-000-0227:54 2502 RC 22 VH 0-22 30/30 JR AT VHPF4306.0
11/13/2010 1-454-491-000-0227:58 2502 RC 22 VH 0-22 30/30 JR AT VHPF4306.0
11/13/2010 1-454-490-000-0168:02 2502 RC 16 VH 0-16 30/30 JR AT VHPF4306.0
11/13/2010 1-453-490-000-0068:05 2502 RC 6 VH 0-6 30/30 JR AT VHPF4306.0
11/13/2010 1-453-489-000-0178:06 2502 RC 17 VH 0-17 30/30 JR AT VHPF4306.0
11/13/2010 1-452-489-000-0058:09 2502 RC 5 VH 0-5 30/30 JR AT VHPF4306.5
11/13/2010 1-452-488-000-0228:10 2502 RC 22 VH 0-22 30/30 JR AT VHPF4306.5
11/13/2010 1-479-513-000-0598:10 29 ML 59 VH 0-59 30/30 JS AT VHPF8504
Wednesday, December 01, 2010 Page 73 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/13/2010 1-298-452-000-0228:15 2502 RC 22 VH 0-22 30/30 JR AT VHPF4306.5
11/13/2010 1-410-496-000-0258:17 54 RF 25 GM 0-25 30/30 JS AT GMPF8504.5
11/13/2010 1-411-496-000-0278:21 54 RF 27 GM 0-27 30/30 JS AT GMPF8504.5
11/13/2010 1-422-496-000-0278:25 54 RF 27 GM 0-27 30/30 JS AT GMPF8504.5
11/13/2010 1-423-496-000-0078:28 54 RF 7 GM 0-7 30/30 JS AT GMPF8504.5
11/13/2010 1-423-497-000-0158:30 54 RF 15 GM 0-15 30/30 JS AT GMPF8504.5
11/13/2010 1-160-513-000-0598:40 29 ML 59 VH 0-59 30/30 JS AT VHPF8504.0
11/13/2010 1-495-497-000-0278:54 54 RF 27 GM 0-27 30/30 JS AT GMPF8504.5
11/13/2010 1-478-497-000-0288:58 54 RF 28 GM 0-28 30/30 JS AT GMPF8504.5
11/13/2010 1-477-497-000-0279:03 54 RF 27 GM 0-27 30/30 JS AT GMPF8504.5
11/13/2010 1-476-497-000-0279:05 54 RF 27 GM 0-27 30/30 JS AT GMPF8504.5
11/13/2010 1-475-498-000-0279:18 54 RF 27 GM 0-27 30/30 JS AT GMPF8504.5
11/13/2010 1-474-498-000-0279:21 54 RF 27 GM 0-227 30/30 JS AT GMPF8504.5
11/13/2010 1-473-498-000-0279:25 54 RF 27 GM 0-27 30/30 JS AT GMPF8504.5
11/13/2010 1-472-498-000-0279:29 54 RF 27 GM 0-27 30/30 JS AT GMPF8504.5
11/13/2010 1-471-498-000-0279:33 54 RF 27 GM 0-27 30/30 JS AT GMPF8504.5
Wednesday, December 01, 2010 Page 74 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/13/2010 1-160-511-000-0229:35 29 ML 22 VH 0-22 30/30 JS AT VHPF8504
11/13/2010 1-160-512-000-0389:40 29 ML 38 VH 0-38 30/30 JS AT VHPF8504
11/13/2010 1-479-511-000-02210:10 29 ML 22 VH 0-22 30/30 JS AT VHPF8504
11/13/2010 1-479-512-000-03810:14 29 ML 38 VH 0-38 30/30 JS AT VHPF8504
11/13/2010 1-479-R894-000-01910:28 29 ML 19 VH 0-19 30/30 JS AT VHPF8504.0
11/13/2010 1-400-R894-000-00910:33 29 ML 9 VH 0-9 30/30 JS AT VHPF8504.0
11/13/2010 1-400-R894-000-00610:35 29 ML 6 VH 0-6 30/30 JS AT VHPF8504.0
11/13/2010 1-479-R894-000-02010:49 29 ML 20 VH 0-20 30/30 JS AT VHPF8504.0
11/13/2010 1-400-R894-000-01010:55 29 ML 10 VH 0-10 30/30 JS AT VHPF8504.0
11/13/2010 1-446-487-000-00711:16 29 ML 7 VH 0-7 30/30 JS AT VHPF8504
11/13/2010 1-160-487-000-05011:17 29 ML 50 VH 0-50 30/30 JS AT VHPF8504
11/13/2010 1-116-503-000-27214:10 2502 RC 272 GM 0-272 30/30 JS AT GMPF4306.5
11/13/2010 1-503-504-000-25514:22 54 RF 255 GM 0-255 30/30 JS AT GMPF8504.5
11/13/2010 1-505-506-000-03015:15 54 RF 30 GM 0-30 30/30 JS AT GMPF8504.5
11/13/2010 1-505-506-030-09015:21 54 RF 60 GM 30-90 30/30 JS AT GMPF8504.5
11/13/2010 1-506-507-000-09715:25 29 ML 97 VH 0-97 30/30 JS AT VHPF8504.0
Wednesday, December 01, 2010 Page 75 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/13/2010 1-507-508-000-09815:34 54 RF 98 GM 0-98 30/30 JS AT GMPF8504.5
11/13/2010 1-497-498-000-00915:35 84 LI 9 GM 0-9 30/30 JS AT GMPE550N/A
11/13/2010 1-508-510-000-09715:50 29 ML 97 VH 0-97 30/30 JS AT VHPF8504.0
11/13/2010 1-116-148-000-00815:53 54 RF 8 GM 0-8 30/30 JS AT GMPF8504.5
11/13/2010 1-148-503-000-01115:55 54 RF 11 GM 0-11 30/30 JS AT GMPF8504.5
11/13/2010 1-149-503-000-01015:56 54 RF 10 GM 0-10 30/30 JS AT GMPF8504.5
11/14/2010 1-517-519-000-2058:05 29 ML 205 GM 0-205 30/30 RC AT GMPF8504.0
11/14/2010 1-517-518-000-0228:20 54 RF 22 GM 0-22 30/30 RC AT GMPF8504.5
11/14/2010 1-518-520-000-0228:30 54 RF 22 GM 0-22 30/30 RC AT GMPF8504.5
11/14/2010 1-518-519-000-0828:35 29 ML 82 GM 0-82 30/30 RC AT GMPF8504.0
11/14/2010 1-161-517-000-0228:40 54 RF 22 GM 0-22 30/30 RC AT GMPF8504.5
11/14/2010 1-160-517-000-0088:43 54 RF 8 GM 0-8 30/30 RC AT GMPF8504.5
11/14/2010 1-160-519-000-0148:45 54 RF 14 GM 014 30/30 RC AT GMPF8504.5
11/14/2010 1-519-520-000-0198:47 29 ML 19 GM 0-19 30/30 RC AT GMPF8504.0
11/14/2010 1-504-515-000-0989:25 29 ML 98 GM 0-98 30/30 RC AT GMPF8504.0
11/14/2010 1-504-515-098-2569:50 29 ML 158 GM 98-256 30/30 RC AT GMPF8504.0
Wednesday, December 01, 2010 Page 76 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/14/2010 1-515-516-000-24310:06 10 RF 243 GM 0-243 30/30 RC AT GMPF8504.0
11/14/2010 1-517-526-000-02210:06 29 ML 22 GM 0-22 30/30 JS AT GMPF8504.0
11/14/2010 1-504-526-000-02210:14 29 ML 22 GM 0-22 30/30 RC AT GMPF8504.0
11/14/2010 1-161-503-000-02210:25 29 ML 22 GM 0-22 30/30 JS AT GMPF8504.0
11/14/2010 1-521-522-000-02210:35 29 ML 22 GM 0-22 30/30 RC AT GMPF8504.0
11/14/2010 1-516-522-000-03710:44 29 ML 37 GM 0-37 30/30 RC AT GMPF8504.0
11/14/2010 1-516-522-037-19210:54 29 ML 135 GM 37-192 30/30 RC AT GMPF8504.0
11/14/2010 1-522-523-000-16810:55 10 RF 168 GM 0-168 30/30 RC AT GMPF8504.0
11/14/2010 1-516-521-000-05511:15 29 ML 55 GM 0-55 30/30 RC AT GMPF8504.0
11/14/2010 1-521-523-000-04311:15 10 RF 43 GM 0-43 30/30 RC AT GMPF8504.0
11/14/2010 1-523-524-000-02211:25 29 ML 22 GM 0-22 30/30 RC AT GMPF8504.0
11/14/2010 1-523-524-022-11811:30 29 ML 96 GM 22-118 30/30 RC AT GMPF8504.0
11/14/2010 1-523-525-000-04311:45 29 ML 43 GM 0-43 30/30 RC AT GMPF85040
11/14/2010 1-516-517-000-02411:54 10 RF 24 GM 0-24 30/30 JS AT GMPF8504.0
11/14/2010 1-517-521-000-02412:00 54 RF 24 GM 0-24 30/30 JS AT GMPF8504.5
11/14/2010 1-517-523-000-02412:04 54 RF 24 GM 0-24 30/30 JS AT GMPF8504.5
Wednesday, December 01, 2010 Page 77 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/14/2010 1-515-517-000-02423:00 10 RF 24 GM 0-24 30/30 JS AT GMPF8604.0
11/15/2010 1-149-504-000-0118:35 29 ML 11 GM 0-11 30/30 JS AT GMPF8504.0
11/15/2010 1-504-505-000-0128:36 29 ML 12 GM 0-12 30/30 JS AT GMPF8504.0
11/15/2010 1-505-515-000-0108:38 29 ML 10 GM 0-10 30/30 JS AT GMPF8504.0
11/15/2010 1-506-515-000-0128:40 29 ML 12 GM 0-12 30/30 JS AT GMPF8504.0
11/15/2010 1-506-516-000-0108:42 29 ML 10 GM 0-10 30/30 JS AT GMPF8504.0
11/15/2010 1-507-516-000-0128:44 29 ML 12 GM 0-12 30/30 JS AT GMPF8504.0
11/15/2010 1-507-522-000-0118:46 29 ML 11 GM 0-11 30/30 JS AT GMPF8504.0
11/15/2010 1-508-522-000-0118:48 29 ML 11 GM 0-11 30/30 JS AT GMPF8504.0
11/15/2010 1-508-523-000-0118:50 29 ML 11 GM 0-11 30/30 JS AT GMPF8504.0
11/15/2010 1-161-526-000-0089:06 3936 GS 8 GM 0-8 30/30 JS AT GMPE280N/A
11/15/2010 1-503-526-000-0079:10 3936 GS 7 GM 0-7 30/30 JS AT GMPE280N/A
11/15/2010 1-524-527-000-02210:00 29 ML 22 GM 0-22 30/30 JS AT GMPF8504.0
11/15/2010 1-523-527-000-03910:09 54 RF 39 GM 0-39 30/30 JS AT GMPF8504.5
11/15/2010 1-527-528-000-03910:15 29 ML 39 GM 0-39 30/30 JS AT GMPF8504.0
11/15/2010 1-524-528-000-11910:20 29 ML 119 GM 0-119 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 78 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/15/2010 1-510-529-000-10210:28 54 RF 102 GM 0-102 30/30 JS AT GMPF8504.5
11/15/2010 1-525-528-000-03210:36 29 ML 32 GM 0-32 30/30 JS AT GMPF8504.0
11/15/2010 1-528-530-000-10510:45 29 ML 105 GM 0-105 30/30 JS AT GMPF8504.0
11/15/2010 1-529-531-000-10510:48 54 RF 105 GM 0-105 30/30 JS AT GMPF8504.5
11/15/2010 1-510-523-000-00511:14 54 RF 5 GM 0-5 30/30 JS AT GMPF8504.5
11/15/2010 1-517-525-000-02511:15 29 ML 25 GM 0-25 30/30 JS AT GMPF8504.0
11/15/2010 1-510-527-000-00911:17 54 RF 9 GM 0-9 30/30 JS AT GMPF8504.5
11/15/2010 1-527-529-000-01311:18 54 RF 13 GM 0-13 30/30 JS AT GMPF8504.5
11/15/2010 1-517-528-000-02511:19 29 ML 25 GM 0-25 30/30 JS AT GMPF8504.0
11/15/2010 1-528-529-000-00911:21 54 RF 9 GM 0-9 30/30 JS AT GMPF8504.5
11/15/2010 1-528-531-000-01311:22 54 RF 13 GM 0-13 30/30 JS AT GMPF8504.5
11/15/2010 1-517-530-000-02511:23 29 ML 25 GM 0-25 30/30 JS AT GMPF8504.0
11/16/2010 1-528-533-000-06410:44 29 PS 64 GM 0-64 30/30 JS AT GMPF8504.0
11/16/2010 1-530-533-000-02211:00 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/16/2010 1-533-535-000-06211:10 29 PS 62 GM 0-62 30/30 JS AT GMPF8504.0
11/16/2010 1-531-534-000-00811:11 10 MA 8 GM 0-8 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 79 of 89
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/16/2010 1-531-534-008-10511:12 10 MA 97 GM 8-105 30/30 JS AT GMPF8504.0
11/16/2010 1-530-535-000-09511:20 29 PS 95 GM 0-95 30/30 JS AT GMPF8504.0
11/16/2010 1-534-536-000-10411:35 10 MA 104 GM 0-104 30/30 JS AT GMPF8504.0
11/16/2010 1-531-533-000-00912:55 10 MA 9 GM 0-9 30/30 JS AT GMPF8505.0
11/16/2010 1-533-534-000-01312:57 10 MA 13 GM 0-13 30/30 JS AT GMPF8505.0
11/16/2010 1-534-535-000-00912:59 10 MA 9 GM 0-9 30/30 JS AT GMPF8505.0
11/16/2010 1-535-536-000-01413:01 10 MA 14 GM 0-14 30/30 JS AT GMPF8505.0
11/16/2010 1-536-537-000-10413:10 10 MA 104 GM 0-104 30/30 JS AT GMPF8505.0
11/16/2010 1-517-535-000-00513:18 10 MA 5 GM 0-5 30/30 JS AT GMPF8505.0
11/16/2010 1-518-535-000-02013:20 10 MA 20 GM 0-20 30/30 JS AT GMPF8505.0
11/16/2010 1-537-538-000-10413:45 10 MA 104 GM 0-104 30/30 JS AT GMPF8505.0
11/16/2010 1-538-539-000-10414:00 10 MA 104 GM 0-104 30/30 JS AT GMPF8505.0
11/16/2010 1-539-540-000-10514:30 10 MA 105 GM 0-105 30/30 JS AT GMPF8505.0
11/16/2010 1-535-541-000-14214:50 29 PS 142 GM 0-142 30/30 JS AT GMPF8504.0
11/16/2010 1-542-543-000-02215:00 10 MA 22 GM 0-22 30/30 JS AT GMPF8505.0
11/16/2010 1-541-543-000-05315:08 10 MA 53 GM 0-53 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 80 of 89
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Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/16/2010 1-543-544-000-04915:14 29 PS 49 GM 0-49 30/30 RC AT GMPF8504.0
11/16/2010 1-541-542-000-02115:15 10 MA 21 GM 0-21 30/30 JS AT GMPF8505.0
11/16/2010 1-541-542-021-07515:22 10 MA 54 GM 21-75 30/30 JS AT GMPF8505.0
11/16/2010 1-542-544-000-06315:22 29 PS 63 GM 0-63 30/30 JS AT GMPF8504.0
11/16/2010 1-544-545-000-09815:35 29 PS 98 GM 0-98 30/30 JS AT GMPF8504.0
11/16/2010 1-536-541-000-00815:50 10 MA 8 GM 0-8 30/30 JS AT GMPF8505.0
11/16/2010 1-537-541-000-01415:51 10 MA 14 GM 0-14 30/30 JS AT GMPF8505.0
11/16/2010 1-537-543-000-00815:53 10 MA 8 GM 0-8 30/30 JS AT GMPF8505.0
11/16/2010 1-538-543-000-00915:54 10 MA 9 GM 0-9 30/30 JS AT GMPF8505.0
11/16/2010 1-538-543-009-01415:58 10 MA 5 GM 9-14 30/30 JS AT GMPF8505.0
11/16/2010 1-538-544-000-00815:59 10 MA 8 GM 0-8 30/30 JS AT GMPF8505.0
11/16/2010 1-539-544-000-01416:00 10 MA 14 GM 0-14 30/30 JS AT GMPF8505.0
11/16/2010 1-539-545-000-00816:02 10 MA 8 GM 0-8 30/30 JS AT GMPF8505.0
11/16/2010 1-540-545-000-01416:03 10 MA 14 GM 0-14 30/30 JS AT GMPF8505.0
11/16/2010 1-518-541-000-02516:07 29 PS 25 GM 0-25 30/30 JS AT GMPF8504.0
11/16/2010 1-518-542-000-02516:11 29 PS 25 GM 0-25 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 81 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/16/2010 1-518-544-000-01116:15 29 PS 11 GM 0-11 30/30 JS AT GMPF8504.0
11/16/2010 1-520-544-000-01416:17 29 PS 14 GM 0-14 30/30 JS AT GMPF8504.0
11/16/2010 1-520-545-000-02516:19 29 PS 25 GM 0-25 30/30 JS AT GMPF8504.0
11/17/2010 1-493-546-000-0968:20 29 PS 96 GM 0-96 30/30 JS AT GMPF8504.0
11/17/2010 1-546-547-000-0968:20 10 MA 96 GM 0-96 30/30 JS AT GMPF8504.0
11/17/2010 1-519-548-000-0299:20 10 MA 29 GM 0-29 30/30 JS AT GMPF8504.0
11/17/2010 1-519-548-029-2199:29 10 MA 190 GM 29-219 30/30 JS AT GMPF8504.0
11/17/2010 1-494-548-000-0289:37 29 PS 28 GM 0-28 30/30 JS AT GMPF8504.0
11/17/2010 1-498-548-000-0089:41 29 PS 8 GM 0-8 30/30 JS AT GMPF8504.0
11/17/2010 1-519-548-219-3429:45 10 MA 123 GM 219-342 30/30 JS AT GMPF8504.0
11/17/2010 1-469-548-000-0279:48 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-467-548-000-0279:53 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-465-548-000-0279:57 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-464-548-000-02710:08 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-462-548-000-02710:12 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-461-548-000-02710:14 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 82 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/17/2010 1-460-548-000-02710:18 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-459-548-000-02710:22 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-455-547-000-02210:26 10 MA 22 GM 0-22 30/30 JS AT GMPF8504.0
11/17/2010 1-457-548-000-02710:26 29 PS 27 GM 0--27 30/30 JS AT GMPF8504.0
11/17/2010 1-443-548-000-02710:30 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-455-546-000-01210:30 10 MA 12 GM 0-12 30/30 JS AT GMPF8504.0
11/17/2010 1-454-546-000-01010:32 10 MA 10 GM 0-10 30/30 JS AT GMPF8504.0
11/17/2010 1-444-548-000-02710:34 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-449-548-000-02710:38 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-451-548-000-02710:42 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-453-548-000-02710:45 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-454-548-000-02710:48 29 PS 27 GM 0-27 30/30 JS AT GMPF8504.0
11/17/2010 1-456-548-000-00710:52 29 PS 7 GM 0-7 30/30 JS AT GMPF8504.0
11/17/2010 1-549-550-000-02211:08 10 MA 22 GM 0-22 30/30 JS AT GMPF8504.0
11/17/2010 1-548-549-000-40011:10 29 PS 40 GM 0-40 30/30 JS AT GMPF8504.0
11/17/2010 1-519-549-000-01011:11 10 MA 10 GM 0-10 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 83 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/17/2010 1-519-549-010-02211:15 10 MA 12 GM 10-22 30/30 JS AT GMPF8504.0
11/17/2010 1-548-550-000-04511:16 29 PS 45 GM 0-45 30/30 JS AT GMPF8504.0
11/17/2010 1-549-551-000-04211:20 29 PS 42 GM 0-42 30/30 JS AT GMPF8504.0
11/17/2010 1-550-551-000-04411:32 29 PS 44 GM 0-44 30/30 JS AT GMPF8504.0
11/17/2010 1-524-525-000-02211:39 10 MA 22 GM 0-22 30/30 JS AT GMPF8504.0
11/17/2010 1-547-552-000-09213:52 29 PS 92 GM 0-92 30/30 JS AT GMPF8504.0
11/17/2010 1-552-553-000-09413:55 10 MA 94 GM 0-94 30/30 JS AT GMPF8505.0
11/17/2010 1-553-554-000-09614:15 10 MA 96 GM 0-96 30/30 JS AT GMPF8505.0
11/17/2010 1-554-555-000-09714:36 29 PS 97 GM 0-97 30/30 JS AT GMPF8504.0
11/17/2010 1-555-556-000-07414:40 10 MA 74 GM 0-74 30/30 JS AT GMPF8505.0
11/17/2010 1-556-557-000-05415:00 10 MA 54 GM 0-54 30/30 JS AT GMPF8505.0
11/17/2010 1-548-554-000-02615:08 29 PS 26 GM 0-26 30/30 JS AT GMPF8504.0
11/17/2010 1-456-554-000-01215:14 29 PS 12 GM 0-12 30/30 JS AT GMPF8504.0
11/17/2010 1-557-558-000-03215:15 10 MA 32 GM 0-32 30/30 JS AT GMPF8505.0
11/17/2010 1-456-553-000-02215:24 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/17/2010 1-456-552-000-00715:28 29 PS 7 GM 0-7 30/30 JS AT GMPF8504.0
Wednesday, December 01, 2010 Page 84 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/17/2010 1-455-552-000-01615:29 29 PS 16 GM 0-16 30/30 JS AT GMPF8504.0
11/18/2010 1-558-559-000-0328:39 29 PS 32 GM 0-32 30/30 JS AT GMPF8504.0
11/18/2010 1-557-559-000-0328:44 29 PS 32 GM 0-32 30/30 JS AT GMPF8504.0
11/18/2010 1-556-559-000-0328:49 29 PS 32 GM 0-32 30/30 JS AT GMPF8504.0
11/18/2010 1-551-563-000-0058:55 3936 GS 5 GM 0-5 VT AG VT GMPE280N/A
11/18/2010 1-555-559-000-0318:55 29 PS 31 GM 0-31 30/30 JS AT GMPF8504.0
11/18/2010 1-550-559-000-0069:05 29 PS 6 GM 0-6 30/30 JS AT GMPF8504.0
11/18/2010 1-548-559-000-0169:06 29 PS 16 GM 0-16 30/30 JS AT GMPF8504.0
11/18/2010 1-559-560-000-13010:00 10 MA 130 GM 0-130 30/30 JS AT GMPF8504.5
11/18/2010 1-551-560-000-00610:11 29 PS 6 GM 0-6 30/30 JS AT GMPF8504.0
11/18/2010 1-550-560-000-01610:12 29 PS 16 GM 0-16 30/30 JS AT GMPF8504.0
11/18/2010 1-551-561-000-01615:15 10 MA 16 GM 0-16 30/30 JS AT GMPF8505.0
11/18/2010 1-560-561-000-13015:15 29 PS 130 GM 0-130 30/30 JS AT GMPF8504.0
11/18/2010 1-561-562-000-13015:20 10 MA 130 GM 0-130 30/30 JS AT GMPF8505.0
11/18/2010 1-545-563-000-08315:40 29 PS 83 GM 0-83 30/30 JS AT GMPF8504.0
11/18/2010 1-540-564-000-10415:50 10 MA 104 GM 0-104 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 85 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/18/2010 1-563-565-000-01215:57 29 PS 12 GM 0-12 30/30 JS AT GMPF8504.0
11/18/2010 1-563-565-012-07216:01 29 PS 60 GM 12-72 30/30 JS AT GMPF8504.0
11/18/2010 1-562-567-000-12716:10 10 MA 127 GM 0-127 30/30 JS AT GMPF8505.0
11/18/2010 1-565-566-000-02616:11 29 PS 26 GM 0-26 30/30 JS AT GMPF8504.0
11/18/2010 1-564-568-000-10416:21 29 PS 104 GM 0-104 30/30 JS AT GMPF8504.0
11/18/2010 1-568-570-000-10416:33 10 MA 104 GM 0-104 30/30 JS AT GMPF8505.0
11/18/2010 1-566-569-000-02216:44 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/18/2010 1-570-571-000-07916:50 10 MA 79 GM 0-79 30/30 JS AT GMPF8505.0
11/18/2010 1-551-565-000-02616:51 29 PS 26 GM 0-26 30/30 JS AT GMPF8504.0
11/18/2010 1-551-566-000-02616:55 29 PS 26 GM 0-26 30/30 JS AT GMPF8504.0
11/18/2010 1-565-569-000-02917:00 29 PS 29 GM 0-29 30/30 JS AT GMPF8504.0
11/18/2010 1-571-572-000-05917:04 10 MA 59 GM 0-59 30/30 JS AT GMPF8505.0
11/18/2010 1-569-575-000-02817:07 29 PS 28 GM 0-28 30/30 JS AT GMPF8504.0
11/18/2010 1-566-575-000-01417:11 29 PS 14 GM 0-14 30/30 JS AT GMPF8504.0
11/18/2010 1-551-575-000-02917:15 29 PS 29 GM 0-29 30/30 JS AT GMPF8504.0
11/18/2010 1-572-573-000-04617:15 10 MA 46 GM 0-46 30/30 JS AT GMPF8505.0
Wednesday, December 01, 2010 Page 86 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/18/2010 1-573-574-000-02017:23 10 MA 20 GM 0-20 30/30 JS AT GMPF8505.0
11/19/2010 1-563-576-000-0187:40 29 PS 18 GM 0-18 30/30 JS AT GMPF8504.0
11/19/2010 1-520-576-000-0187:46 29 PS 18 GM 0-18 30/30 JS AT GMPF8504.0
11/19/2010 1-563-564-000-0158:10 29 PS 15 GM 0-15 30/30 JS AT GMPF8504.0
11/19/2010 1-564-565-000-0078:12 29 PS 7 GM 0-7 30/30 JS AT GMPF8504.0
11/19/2010 1-565-568-000-0158:13 29 PS 15 GM 0-15 30/30 JS AT GMPF8504.0
11/19/2010 1-568-569-000-0078:16 29 PS 7 GM 0-7 30/30 JS AT GMPF8504.0
11/19/2010 1-569-570-000-0108:18 29 PS 10 GM 0-10 30/30 JS AT GMPF8504.0
11/19/2010 1-567-575-000-0108:27 29 PS 10 GM 0-10 30/30 JS AT GMPF8504.0
11/19/2010 1-562-575-000-0228:28 29 PS 22 GM 0-22 30/30 JS AT GMPF8504.0
11/19/2010 1-567-574-000-0238:30 10 MA 23 GM 0-23 30/30 JS AT GMPF8504.5
11/19/2010 1-567-573-000-0298:35 10 MA 29 GM 0-29 30/30 JS AT GMPF8504.5
11/19/2010 1-567-572-000-0298:40 10 MA 29 GM 0-29 30/30 JS AT GMPF8504.5
11/19/2010 1-520-576-000-0028:42 3936 GS 2 VH 0-2 PATCH&VT N/A VT VHN/AE280N/A
11/19/2010 1-567-571-000-0298:45 10 MA 29 GM 0-29 30/30 JS AT GMPF8504.5
11/19/2010 1-567-570-000-0258:50 10 MA 25 GM 0-25 30/30 JS AT GMPF8504.5
Wednesday, December 01, 2010 Page 87 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/19/2010 1-551-576-000-0028:54 3936 GS 2 VH 0-2 PATCH&VT N/A VT VHN/AE280N/A
11/19/2010 1-238-577-000-1039:00 10 MA 103 VH 0-103 30/30 JS AT VHPF8504.5
11/19/2010 1-237-577-000-1039:42 10 MA 103 VH 0-103 30/30 JS AT VHPF8504.5
11/19/2010 1-325-578-000-02210:28 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
11/19/2010 1-323-578-000-01910:33 10 MA 19 VH 0-19 30/30 JS AT VHPF8504.5
11/19/2010 1-048-578-000-02210:40 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
11/19/2010 1-049-578-000-01910:44 10 MA 19 VH 0-19 30/30 JS AT VHPF8504.5
11/19/2010 1-321-579-000-02011:00 10 MA 20 VH 0-20 30/30 JS AT VHPF8504.5
11/19/2010 1-567-569-000-00511:01 3936 GS 6 VH 0-6 PATCH&VT N/A VT VHN/AE280N/A
11/19/2010 1-320-579-000-02211:02 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
11/19/2010 1-318-579-000-02211:06 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
11/19/2010 1-316-579-000-02211:10 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
11/19/2010 1-561-575-000-00511:10 3936 GS 5 VH 0-5 PATCH&VT N/A VT VHN/AE280N/A
11/19/2010 1-315-580-000-02211:13 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
11/19/2010 1-314-580-000-02211:17 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
11/19/2010 1-050-579-000-02211:30 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
Wednesday, December 01, 2010 Page 88 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]
Date SeamNoTimeMach.
ID
Oper.
ID
Length QA ID Location Detail Oper.Result Action QA ID
Production Seam Location Nondestructive Test
Series-Seam1-Seam2-Begin-End
Production Seam Log
Primary / Secondary: Primary
Ext/
Fus (ft.)
Series: 1
Temp. Speed
ProjNo: SC0349
Project: White Messa Mill - Cell 4B
TaskNo: 05/01
Location: Blanding, UT
Description: Cell 4B - Primary
Seam Pressure:27-30 @ 5 min Vacuum Box: 5 psiSpecifications:Material Type 1gml:
11/19/2010 1-051-579-000-02211:33 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
11/19/2010 1-052-579-000-02211:36 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
11/19/2010 1-053-579-000-02211:40 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
11/19/2010 1-054-580-000-02211:44 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
11/19/2010 1-063-580-000-02211:47 10 MA 22 VH 0-22 30/30 JS AT VHPF8504.5
Comments: 1-479-R852-000-025: S. SEAM R852; 1-479-R852-000-026:N. SEAM R852; 1-479-R826-000-016: S. SEAM R826; 1-479-R826-000-017: N. SEAM
R826; 1-349-R870-000-017: S. SEAM R870; 1-349-R870-000-018: S. SEAM R870; 1-479-R823-000-015:N. SEAM OF R823; 1-448-R823-000-015:S.
SEAM OF R823; 1-479-R894-000-019:N. SEAM OF R894; 1-400-R894-000-009:N. SEAM OF R894; 1-400-R894-000-006:W. SEAM OF R894; 1-479-
R894-000-020:S. SEAM OF R894; 1-400-R894-000-010:S. SEAM OF R894; 1-323-500-000-098:AREA-DS-123 FAILED ; 1-453-490-000-006:R-968; 1-
195-196-000-148:S/T; 1-182-197-000-057:S/T-REST OF SEAM FROM 57 TO 105 TEMPORARY EXTRUS.; 1-182-197-000-048:S/T; 1-182-333-000-
020:S/T; 1-417-447-000-011:TEMPORARY SEAM
Total Length Fusion: 102718 Total Length Extrusion: 160
Wednesday, December 01, 2010 Page 89 of 89
[Copyright ©2010 by Geosyntec Consultants, Inc]

Appendix F-8
Destructive Test Logs and Laboratory Test
Results
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-001 1-2 20 E 10 MAF2 6/23/2010 128 122 160 ---PPI PLab
107 110 140 VHPPIPField
1-002 3-4 11 W 54 LIF2 6/25/2010 130 130 156 ---PPI PLab
126 117 154 VHPPIPField
1-003 07-08 18 E 54 LIF2 6/25/2010 133 118 156 ---PPI PLab
120 118 164 VHPPIPField
1-004 11-12 20 E 54 LIF2 6/26/2010 130 121 160 ---PPI PLab
122 115 164 CLPPIPField
1-005 13-14 5 E 54 LIF2 6/29/2010 130 137 159 ---PPI PLab
120 126 158 CLPPIPField
1-006 18-19 20 E 54 LIF2 6/29/2010 120 127 159 ---PPI PLab
108 106 150 CLPPIPField
1-007 R9-13 0 75 MAE1 6/30/2010 70 N/A 150 1-007A --PPI FLab
80 N/A 150 CLPPIPField
1-007A 12-R10 0 75 MAE1 6/30/2010 97 N/A 151 ---PPI PLab
106 N/A 151 CLPPIPField
1-008 22-23 7 E 10 MAF2 7/7/2010 135 144 155 ---PPI PLab
127 120 151 CLPPIPField
1-009 26-27 5 E 10 MAF2 7/7/2010 111 112 161 ---PPI PLab
116 115 154 CLPPIPField
Monday, November 29, 2010 Page 1 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-010 35-36 20 N 10 MAF2 7/8/2010 114 119 156 ---PPI PLab
118 110 150 CLPPIPField
1-011 36-37 20 N 54 LIF2 7/8/2010 113 119 157 ---PPI PLab
110 112 150 CLPPIPField
1-012 16-39 10 S 54 LIF2 7/10/2010 126 116 143 ---PPI PLab
111 128 152 CLPPIPField
1-013 39-40 50 N 54 LIF2 7/12/2010 132 126 154 ---PPI PLab
130 119 156 CLPPIPField
1-014 40-41 50 S 10 MAF2 7/12/2010 112 116 159 ---PPI PLab
110 113 157 CLPPIPField
1-015 41-42 17 S 18 LIF2 7/12/2010 122 125 156 ---PPI PLab
109 111 145 CLPPIPField
1-016 42-43 50 S 10 MAF2 7/14/2010 126 118 157 ---PPI PLab
121 116 156 CLPPIPField
1-017 43-44 60 N 18 LIF2 7/14/2010 126 117 161 1-017AB --PPI FLab
121 112 153 CLPPIPField
1-017A 43-44 50 N 18 LIF2 7/14/2010 124 114 153 ---PPI FLab
113 128 162 CLPPIPField
1-017B 43-44 70 N 18 LIF2 7/14/2010 126 120 154 ---PPI PLab
118 129 163 CLPPIPField
Monday, November 29, 2010 Page 2 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-018 44-45 75 S 18 LIF2 7/14/2010 128 125 155 ---PPI PLab
116 116 154 CLPPIPField
1-019 45-46 300 S 18 LIF2 7/14/2010 129 124 163 ---PPI PLab
116 112 150 CLPPIPField
1-020 46-47 70 N 18 LIF2 7/14/2010 134 129 162 ---PPI PLab
112 120 138 CLPPIPField
1-021 47-48 320 S 18 LIF2 7/14/2010 133 122 160 ---PPI PLab
120 131 156 CLPPIPField
1-022 42-49 26 S 10 MAF2 7/16/2010 127 114 156 ---PPI PLab
106 117 146 CLPPIPField
1-023 49-50 37 S 54 LIF2 7/16/2010 128 103 157 ---PPI PLab
108 126 146 CLPPIPField
1-024 53-58 8 W 54 LIF2 7/17/2010 143 137 144 ---PPI PLab
131 134 141 CLPPIPField
1-025 54-64 45 S 10 MAF2 7/20/2010 127 123 158 ---PPI PLab
112 114 158 CLPPIPField
1-026 64-65 200 S 54 LIF2 7/20/2010 140 128 162 ---PPI PLab
110 130 158 CLPPIPField
1-027 65-66 300 S 54 LIF2 7/21/2010 142 126 154 ---PPI PLab
122 140 160 CLPPIPField
Monday, November 29, 2010 Page 3 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-028 66-67 50 S 10 BOF2 7/21/2010 127 123 153 ---PPI PLab
123 118 155 CLPPIPField
1-029 44-R161 4 S 75 MAE1 7/22/2010 124 N/A 158 ---PPI PLab
140 N/A 164 CLPPIPField
1-030 63-68 15 N 54 LIF2 7/23/2010 117 139 149 ---PPI PLab
119 124 144 CLPPIPField
1-031 71-72 7 N 10 MAF2 7/23/2010 137 118 156 ---PPI PLab
116 116 151 CLPPIPField
1-032 74-75 12 N 54 LIF2 7/26/2010 135 120 161 ---PPI PLab
119 119 148 CLPPIPField
1-033 76-77 14 N 10 MAF2 7/26/2010 131 116 156 ---PPI PLab
116 118 146 CLPPIPField
1-034 67-78 160 S 10 MAF2 7/27/2010 122 116 153 ---PPI PLab
117 112 152 CLPPIPField
1-035 78-79 450 S 54 LIF2 7/27/2010 117 115 155 ---PPI PLab
122 133 146 CLPPIPField
1-036 79-80 400 S 54 LIF2 7/27/2010 141 121 154 ---PPI PLab
116 126 155 CLPPIPField
1-037 80-81 340 S 10 MAF2 7/27/2010 126 120 160 ---PPI PLab
120 120 158 CLPPIPField
Monday, November 29, 2010 Page 4 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-038 81-82 250 S 54 LIF2 7/28/2010 143 128 158 ---PPI PLab
120 128 149 CLPPIPField
1-039 82-83 300 S 10 MAF2 7/28/2010 125 125 154 ---PPI PLab
112 122 149 CLPPIPField
1-040 83-84 325 S 10 MAF2 7/30/2010 134 134 153 ---PPI PLab
126 116 142 CLPPIPField
1-041 84-85 200 S 54 LIF2 7/30/2010 106 123 150 ---PPI PLab
107 101 139 CLPPIPField
1-042 85-86 150 S 13 PSF2 7/30/2010 115 112 154 ---PPI PLab
111 118 134 CLPPIPField
1-043 86-87 400 S 10 MAF2 7/30/2010 114 121 148 ---PPI PLab
113 108 140 CLPPIPField
1-044 87-88 200 S 54 LIF2 7/30/2010 135 131 145 ---PPI PLab
112 109 146 CLPPIPField
1-045 88-96 130 S 10 LIF2 8/17/2010 120 111 145 1-045AB --PPI FLab
121 116 148 CLPPIPField
1-045A 88-96 165 S 10 LIF2 8/17/2010 129 112 152 ---PPI PLab
114 120 155 CLPPIPField
1-045B 88-96 120 S 10 LIF2 8/17/2010 115 121 150 ---PPI PLab
122 120 150 CLPPIPField
Monday, November 29, 2010 Page 5 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-046 96-97 200 S 13 PSF2 8/17/2010 121 118 144 ---PPI PLab
120 115 152 CLPPIPField
1-047 97-98 350 S 10 LIF2 8/17/2010 116 114 148 ---PPI PLab
110 118 152 CLPPIPField
1-048 98-99 250 S 13 PSF2 8/17/2010 122 117 151 ---PPI PLab
114 122 149 CLPPIPField
1-049 99-100 300 S 13 PSF2 8/17/2010 123 112 143 ---PPI PLab
110 124 148 CLPPIPField
1-050 100-101 75 S 32 MAF2 8/17/2010 113 113 147 ---PPI PLab
108 114 154 CLPPIPField
1-051 101-102 350 S 13 PSF2 8/17/2010 119 125 142 ---PPI PLab
122 112 137 CLPPIPField
1-052 101-102 100 S 32 MAF2 8/17/2010 118 112 142 ---PPI PLab
111 118 148 CLPPIPField
1-053 103-104 15 N 13 PSF2 8/19/2010 129 126 150 ---PPI PLab
122 122 154 CLPPIPField
1-054 109-110 15 N 32 LIF2 8/19/2010 126 122 148 ---PPI PLab
120 126 146 CLPPIPField
1-055 102-111 225 S 32 LIF2 8/19/2010 122 124 151 ---PPI PLab
124 123 154 CLPPIPField
Monday, November 29, 2010 Page 6 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-056 111-112 150 S 13 PSF2 8/19/2010 107 123 141 ---PPI PLab
124 120 152 CLPPIPField
1-057 112-113 375 S 10 MAF2 8/19/2010 112 124 143 ---PPI PLab
126 110 156 CLPPIPField
1-058 113-114 175 S 13 PSF2 8/19/2010 124 122 139 ---PPI PLab
128 110 152 CLPPIPField
1-059 114-115 350 S 10 MAF2 8/19/2010 114 120 150 ---PPI PLab
120 118 155 CLPPIPField
1-060 115-117 80 S 32 LIF2 8/19/2010 123 122 146 ---PPI PLab
120 116 158 CLPPIPField
1-061 96-R282 4 S 84 LIE1 8/21/2010 99 N/A 146 ---PPI PLab
144 N/A 146 CLPPIPField
1-062 129-132 20 S 13 PSF2 8/21/2010 122 118 156 ---PPI PLab
119 110 147 CLPPIPField
1-063 117-127 40 S 10 MAF2 8/21/2010 134 122 152 ---PPI PLab
110 121 146 CLPPIPField
1-064 120-121 15 N 13 PSF2 8/21/2010 112 118 153 ---PPI PLab
122 114 146 CLPPIPField
1-065 132-133 150 S 32 LIF2 8/21/2010 110 111 153 ---PPI PLab
109 106 145 CLPPIPField
Monday, November 29, 2010 Page 7 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-066 133-134 200 S 10 MAF2 8/21/2010 137 121 151 ---PPI PLab
114 121 129 CLPPIPField
1-067 134-135 320 S 13 PSF2 8/21/2010 116 137 154 ---PPI PLab
108 104 151 CLPPIPField
1-068 135-136 142 S 32 LIF2 8/21/2010 115 109 159 ---PPI PLab
129 100 156 CLPPIPField
1-069 136-144 165 S 10 MAF2 8/24/2010 126 121 155 ---PPI PLab
119 130 150 CLPPIPField
1-070 126-137 15 N 10 MAF2 8/24/2010 122 124 151 ---PPI PLab
114 116 143 CLPPIPField
1-071 144-145 300 S 13 PSF2 8/24/2010 124 123 151 ---PPI PLab
125 115 147 CLPPIPField
1-072 149-152 50 S 32 LIF2 8/24/2010 133 128 152 ---PPI PLab
124 126 148 CLPPIPField
1-073 151-154 20 S 10 MAF2 8/25/2010 126 120 155 ---PPI PLab
119 128 150 CLPPIPField
1-074 149-151 15 S 13 PSF2 8/24/2010 113 127 158 ---PPI PLab
122 108 149 CLPPIPField
1-075 160-161 10 S 32 LIF2 8/25/2010 137 117 157 ---PPI PLab
113 132 150 CLPPIPField
Monday, November 29, 2010 Page 8 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-076 001-162 95 W 32 LIF2 9/2/2010 124 132 165 ---PPI PLab
122 122 150 JOPPIPField
1-077 163-164 110 W 13 PSF2 9/2/2010 126 111 157 ---PPI PLab
113 124 142 JOPPIPField
1-078 170-171 100 W 32 LIF2 9/2/2010 113 120 157 ---PPI PLab
122 105 146 JOPPIPField
1-079 171-172 95 W 13 PSF2 9/2/2010 112 126 153 ---PPI PLab
112 104 146 JOPPIPField
1-080 176-177 30 S 32 LIF2 9/4/2010 139 117 153 ---PPI PLab
112 130 154 JOPPIPField
1-081 177-178 110 S 13 PSF2 9/4/2010 113 116 156 ---PPI PLab
124 111 158 JOPPIPField
1-082 178-179 180 S 10 MAF2 9/4/2010 115 127 155 ---PPI PLab
120 110 158 JOPPIPField
1-083 183-184 105 S 13 PSF2 9/4/2010 124 130 147 ---PPI PLab
124 114 156 JOPPIPField
1-084 046-179 8 W 32 LIF2 9/4/2010 133 117 148 ---PPI PLab
124 132 146 JOPPIPField
1-085 188-189 80 S 13 PSF2 9/6/2010 128 112 152 ---PPI PLab
111 120 150 JOPPIPField
Monday, November 29, 2010 Page 9 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-086 189-190 70 S 32 LIF2 9/6/2010 112 128 151 ---PPI PLab
122 120 148 JOPPIPField
1-087 190-192 75 S 10 MAF2 9/6/2010 114 115 148 ---PPI PLab
116 116 150 JOPPIPField
1-088 196-198 105 S 13 PSF2 9/6/2010 127 121 150 ---PPI PLab
118 122 148 JOPPIPField
1-089 198-199 95 S 10 MAF2 9/6/2010 125 116 144 ---PPI PLab
110 105 143 JOPPIPField
1-090 199-200 105 S 32 LIF2 9/6/2010 111 124 150 ---PPI PLab
119 108 147 JOPPIPField
1-091 112-211 11 W 32 LIF2 9/10/2010 131 121 141 ---PPI PLab
119 118 143 VHPPIPField
1-092 214-215 16 S 13 PSF2 9/10/2010 112 114 153 ---PPI PLab
113 113 157 VHPPIPField
1-093 212-220 12 W 13 PSF2 9/11/2010 121 121 143 ---PPI PLab
108 126 142 VHPPIPField
1-094 220-221 160 W 13 PSF2 9/11/2010 116 120 151 ---PPI PLab
124 120 146 VHPPIPField
1-095 192-223 10 W 32 LIF2 9/13/2010 128 121 141 ---PPI PLab
115 126 140 VHPPIPField
Monday, November 29, 2010 Page 10 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-096 223-224 305 W 13 PSF2 9/13/2010 127 123 156 ---PPI PLab
120 122 150 VHPPIPField
1-097 223-R492 6 W 84 LIE1 9/14/2010 114 N/A 137 ---PPI PLab
106 N/A 140 VHPPIPField
1-098 184-231 145 S 10 MAF2 9/16/2010 127 115 155 ---PPI PLab
116 118 154 VHPPIPField
1-099 231-232 130 S 13 PSF2 9/16/2010 105 110 157 ---PPI PLab
108 110 160 VHPPIPField
1-100 165-232 10 S 10 MAF2 9/16/2010 123 122 151 ---PPI PLab
112 136 150 VHPPIPField
1-101 233-234 96 W 13 PSF2 9/17/2010 130 121 165 ---PPI PLab
124 120 152 VHPPIPField
1-102 238-242 96 W 10 MAF2 9/17/2010 120 126 158 ---PPI PLab
127 117 150 VHPPIPField
1-103 240-241 123 W 32 PSF2 9/17/2010 133 120 150 ---PPI PLab
129 126 154 VHPPIPField
1-104 239-246 25 E 10 MAF2 9/20/2010 111 126 160 ---PPI PLab
114 122 154 VHPPIPField
1-105 246-247 9 E 13 PSF2 9/20/2010 144 145 179 ---PPI PLab
136 142 170 VHPPIPField
Monday, November 29, 2010 Page 11 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-106 261-262 25 S 13 PSF2 9/21/2010 125 123 158 ---PPI PLab
114 109 148 VHPPIPField
1-107 265-266 37 S 32 LIF2 9/21/2010 129 125 156 ---PPI PLab
122 122 157 VHPPIPField
1-108 255-274 117 S 10 MAF2 9/21/2010 112 121 156 ---PPI PLab
120 106 164 VHPPIPField
1-109 261-R563 0 75 MAE1 9/25/2010 114 N/A 146 ---PPI PLab
93 N/A 142 VHPPIPField
1-110 271-R576 15 S 84 LIE2 10/1/2010 105 N/A 152 ---PPI PLab
106 N/A 146 VHPPIPField
1-111 275-276 15 S 10 MAF2 10/1/2010 114 134 153 ---PPI PLab
127 108 160 VHPPIPField
1-112 278-279 15 S 32 LIF2 10/1/2010 111 129 148 ---PPI PLab
120 116 156 VHPPIPField
1-113 279-280 15 S 10 MAF2 10/1/2010 109 125 155 ---PPI PLab
123 126 156 VHPPIPField
1-114 300-301 15 S 29 PSF2 10/5/2010 119 122 149 ---PPI PLab
112 110 150 VHPPIPField
1-115 302-303 15 S 32 LIF2 10/5/2010 134 126 153 ---PPI PLab
127 125 152 VHPPIPField
Monday, November 29, 2010 Page 12 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-116 306-307 15 S 29 PSF2 10/5/2010 125 125 159 ---PPI PLab
114 124 157 VHPPIPField
1-117 310-311 5 S 10 MAF2 10/5/2010 129 125 154 ---PPI PLab
122 112 151 VHPPIPField
1-118 313-314 15 S 10 MAF2 10/5/2010 114 125 152 ---PPI PLab
124 110 140 VHPPIPField
1-119 318-319 15 S 32 LIF2 10/5/2010 118 133 150 ---PPI PLab
114 122 150 VHPPIPField
1-120 283-284 90 NW 29 PSF2 10/1/2010 127 119 153 ---PPI PLab
128 112 152 VHPPIPField
1-121 255-274 15 S 32 LIF2 10/5/2010 134 133 154 ---PPI PLab
124 118 158 VHPPIPField
1-122 305-327 13W 32 LIF2 10/8/2010 144 119 153 ---PPI PLab
108 132 144 VHPPIPField
1-123 327-357 65 W 32 LIF2 10/9/2010 131 118 153 ---PPI PLab
114 122 142 VHPPIPField
1-124 351-357 14 W 32 LIF2 10/9/2010 113 121 151 ---PPI PLab
115 110 148 VHPPIPField
1-125 346-354 14 W 10 MAE2 10/9/2010 115 127 163 ---PPI PLab
114 108 154 VHPPIPField
Monday, November 29, 2010 Page 13 of 22
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Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
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Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-126 341-348 18 E 29 PSF2 10/9/2010 111 111 154 ---PPI PLab
108 112 148 VHPPIPField
1-127 336-341 54 E 32 LIF2 10/9/2010 129 118 158 ---PPI PLab
118 126 150 VHPPIPField
1-128 332-336 27 W 32 LIF2 10/9/2010 114 119 158 ---PPI PLab
116 112 155 VHPPIPField
1-129 330-333 10 E 29 PSF2 10/9/2010 117 120 154 ---PPI PLab
118 118 153 VHPPIPField
1-130 329-330 53' E 29 PSF2 10/9/2010 127 120 152 ---PPI PLab
120 116 146 VHPPIPField
1-131 339-340 10 S 10 MAF2 10/9/2010 136 128 148 ---PPI PLab
124 126 142 VHPPIPField
1-132 332-333 10 S 10 MAF2 10/9/2010 133 129 147 ---PPI PLab
126 121 140 VHPPIPField
1-133 353-354 11 S 10 MAF2 10/9/2010 130 136 145 ---PPI PLab
134 124 139 VHPPIPField
1-134 358-359 15 S 29 PSF2 10/11/2010 113 110 149 ---PPI PLab
118 118 164 VHPPIPField
1-135 362-363 15 S 29 PSF2 10/11/2010 127 114 157 ---PPI PLab
118 119 164 VHPPIPField
Monday, November 29, 2010 Page 14 of 22
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1
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Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-136 365-366 9 N 10 MAF2 10/11/2010 120 120 160 ---PPI PLab
116 108 158 VHPPIPField
1-137 367-368 13 S 32 LIF2 10/12/2010 135 130 153 ---PPI PLab
136 136 164 VHPPIPField
1-138 369-370 30 W 29 PSF2 10/12/2010 127 109 155 ---PPI PLab
111 135 160 VHPPIPField
1-139 371-372 100 W 10 MAF2 10/12/2010 135 124 157 ---PPI PLab
124 131 144 VHPPIPField
1-140 373-375 43 W 32 LIF2 10/12/2010 117 125 153 ---PPI PLab
118 118 154 VHPPIPField
1-141 375-376 100 W 10 MAF2 10/12/2010 114 80 161 141AB --PPI FLab
114 109 161 VHPPIPField
1-141A 375-376 115 W 10 MAF2 10/12/2010 110 123 160 ---PPI PLab
124 108 168 VHPPIPField
1-141B 375-376 85 W 10 MAF2 10/12/2010 110 121 156 ---PPI PLab
136 128 168 VHPPIPField
1-142 372-373 53 W 29 PSF2 10/12/2010 119 114 158 ---PPI PLab
110 122 150 VHPPIPField
1-143 378-R800 4 S 84 RCE1 10/13/2010 109 N/A 152 ---PPI PLab
104 N/A 147 VHPPIPField
Monday, November 29, 2010 Page 15 of 22
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Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-144 389-399 15 S 32 LIF2 10/13/2010 128 127 153 ---PPI PLab
134 132 150 VHPPIPField
1-145 390-391 80 W 29 PSF2 10/13/2010 109 111 165 ---PPI PLab
107 105 136 VHPPIPField
1-146 391-392 380 W 29 PSF2 10/13/2010 141 127 162 ---PPI PLab
120 118 144 VHPPIPField
1-147 392-397 70 W 10 MAF2 10/13/2010 133 122 162 ---PPI PLab
117 118 152 VHPPIPField
1-148 398-403 30 W 10 MAF2 10/13/2010 133 127 161 ---PPI PLab
112 116 143 VHPPIPField
1-149 402-405 180 W 32 LIF2 10/13/2010 142 115 168 ---PPI PLab
110 126 146 VHPPIPField
1-150 405-407 220 W 29 PSF2 10/13/2010 117 122 164 ---PPI PLab
115 112 144 VHPPIPField
1-151 408-409 15 S 10 MAF2 10/13/2010 138 132 154 ---PPI PLab
130 116 139 VHPPIPField
1-152 408-410 108 W 32 LIF2 10/13/2010 118 123 170 ---PPI PLab
116 116 148 VHPPIPField
1-153 415-417 55 W 29 PSF2 10/14/2010 116 116 158 ---PPI PLab
105 105 143 VHPPIPField
Monday, November 29, 2010 Page 16 of 22
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Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
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Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-154 417-420 105 W 10 MAF2 10/14/2010 114 134 167 ---PPI PLab
121 104 148 VHPPIPField
1-155 420-423 130 W 29 PSF2 10/14/2010 120 115 164 ---PPI PLab
106 106 150 VHPPIPField
1-156 423-425 162 W 29 PSF2 10/14/2010 125 117 164 ---PPI PLab
111 102 156 VHPPIPField
1-157 427-430 110 W 29 PSF2 10/14/2010 118 120 160 157AB --PPI FLab
115 110 146 VHPPIPField
1-157A 427-430 120 W 29 PSF2 10/14/2010 121 126 159 ---PPI PLab
110 106 168 VHPPIPField
1-157B 427-430 95 W 29 PSF2 10/14/2010 113 109 160 ---PPI PLab
102 104 164 VHPPIPField
1-158 430-433 140 W 29 PSF2 10/14/2010 121 116 157 ---PPI PLab
110 104 147 VHPPIPField
1-159 436-438 55 W 29 PSF2 10/14/2010 115 115 156 ---PPI PLab
107 100 154 VHPPIPField
1-160 430-431 17 S 10 MAF2 10/14/2010 137 129 144 ---PPI PLab
126 119 152 VHPPIPField
1-161 441-443 80 W 29 PSF2 10/14/2010 115 109 147 ---PPI PLab
100 102 152 VHPPIPField
Monday, November 29, 2010 Page 17 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
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Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-162 431-432 12 S 13 LIF2 10/14/2010 142 128 147 ---PPI PLab
122 112 152 VHPPIPField
1-163 424-426 17 W 13 LIF2 10/14/2010 117 122 162 ---PPI PLab
112 112 142 VHPPIPField
1-164 416-419 17 W 32 LIF2 10/14/2010 113 118 161 ---PPI PLab
114 106 148 VHPPIPField
1-165 328-329 240 W 32 LIF2 10/9/2010 117 121 153 ---PPI PLab
118 111 159 VHPPIPField
1-166 444-445 45 W 29 PSF2 10/16/2010 101 119 158 166AB --PPI FLab
102 114 155 VHPPIPField
1-166A 444-445 35 W 29 PSF2 10/16/2010 112 109 157 ---PPI PLab
108 114 184 MCPPIPField
1-166B 444-445 55 W 29 PSF2 10/16/2010 119 111 162 ---PPI PLab
110 105 179 MCPPIPField
1-167 445-446 100 W 42 RCF2 10/17/2010 132 116 160 ---PPI PLab
111 120 158 VHPPIPField
1-168 446-447 200 W 10 MAF2 10/16/2010 125 121 154 ---PPI PLab
114 110 149 VHPPIPField
1-169 447-455 255 W 29 PSF2 10/18/2010 117 124 157 ---PPI PLab
118 114 158 VHPPIPField
Monday, November 29, 2010 Page 18 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
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Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
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Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-170 455-457 300 W 42 RCF2 10/16/2010 119 119 160 ---PPI PLab
106 112 154 VHPPIPField
1-171 457-460 330 W 10 MAF2 10/16/2010 115 126 156 ---PPI PLab
128 113 146 VHPPIPField
1-172 460-462 300 W 29 PSF2 10/16/2010 113 115 159 ---PPI PLab
114 116 151 VHPPIPField
1-173 462-465 225 W 10 MAF2 10/16/2010 115 129 158 ---PPI PLab
115 108 154 VHPPIPField
1-174 465-468 65 W 42 RCF2 10/16/2010 116 125 158 ---PPI PLab
126 124 184 MCPPIPField
1-175 470-474 25 W 10 MAF2 10/16/2010 113 129 153 ---PPI PLab
119 120 149 VHPPIPField
1-176 442-451 15 W 32 LIF2 10/16/2010 114 131 156 ---PPI PLab
138 116 151 VHPPIPField
1-177 454-456 7 W 32 LIF2 10/16/2010 116 123 155 ---PPI PLab
112 112 144 VHPPIPField
1-178 482-484 12 S 42 RCF2 10/16/2010 138 135 148 ---PPI PLab
130 131 148 VHPPIPField
1-179 478-481 10 W 32 LIF2 10/16/2010 116 121 159 ---PPI PLab
113 110 144 VHPPIPField
Monday, November 29, 2010 Page 19 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
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Primary / Secondary: Secondary
Location
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Series: 1 MaterialType: 1
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Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-180 457-459 12 S 29 PSF2 10/16/2010 128 123 143 ---PPI PLab
116 113 148 VHPPIPField
1-181 477-478 12 S 32 LIF2 10/16/2010 124 131 142 ---PPI PLab
118 116 146 VHPPIPField
1-182 484-485 12 S 32 LIF2 10/16/2010 128 135 150 ---PPI PLab
122 114 144 VHPPIPField
1-183 486-488 45 W 10 MAF2 10/18/2010 132 121 156 ---PPI PLab
112 108 159 VHPPIPField
1-184 490-492 50 W 29 PSF2 10/18/2010 120 117 151 ---PPI PLab
114 106 154 VHPPIPField
1-185 498-501 25 W 29 PSF2 10/18/2010 115 124 155 ---PPI PLab
120 104 154 VHPPIPField
1-186 501-503 10 W 10 MAF2 10/18/2010 131 126 154 ---PPI PLab
122 117 170 VHPPIPField
1-187 491-493 8 W 32 LIF2 10/18/2010 124 129 154 ---PPI PLab
126 112 150 VHPPIPField
1-188 504-506 11 W 10 MAF2 10/18/2010 112 129 159 ---PPI PLab
129 107 156 VHPPIPField
1-189 518-521 58 S 29 PSF2 10/18/2010 118 120 161 ---PPI PLab
108 111 142 VHPPIPField
Monday, November 29, 2010 Page 20 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
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2
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Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-190 521-523 105 S 10 MAF2 10/18/2010 118 129 164 ---PPI PLab
122 106 150 VHPPIPField
1-191 534-537 100 S 10 MAF2 10/18/2010 119 133 160 ---PPI PLab
121 112 156 VHPPIPField
1-192 544-546 91 S 29 PSF2 10/19/2010 133 120 154 ---PPI PLab
106 110 154 VHPPIPField
1-193 545-547 8 N 32 LIF2 10/19/2010 125 129 158 ---PPI PLab
118 114 148 VHPPIPField
1-194 530-532 8 N 32 LIF2 10/18/2010 120 126 158 ---PPI PLab
114 119 144 VHPPIPField
1-195 389-390 250 W 32 LIF2 10/13/2010 133 126 160 ---PPI PLab
114 114 156 VHPPIPField
1-196 452-453 23 W 32 LIF2 10/16/2010 115 125 162 ---PPI PLab
116 124 174 MCPPIPField
1-197 461-463 6 W 32 LIF2 10/16/2010 109 118 163 ---PPI PLab
118 111 176 MCPPIPField
1-198 540-543 6 N 32 LIF2 10/19/2010 143 119 161 ---PPI PLab
119 130 176 MCPPIPField
1-199 527-530 5 N 32 LIF2 10/18/2010 123 125 162 ---PPI PLab
123 119 178 MCPPIPField
Monday, November 29, 2010 Page 21 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
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ID
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1
Re test
2
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Peel
Destructive Test Log
Primary / Secondary: Secondary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Secondary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-200 516-518 8 W 29 PSF2 10/18/2010 124 125 154 ---PPI PLab
128 130 174 MCPPIPField
1-201 517-548 12 E 29 PSF2 10/19/2010 125 125 155 ---PPI PLab
123 123 178 MCPPIPField
1-202 566-571 10 W 29 PSF2 11/18/2010 138 132 144 ---PPI PLab
124 127 164 MCPPIPField
1-203 390-558 15 W 54 RFF2 11/11/2010 135 117 157 ---PPI PLab
112 126 160 MCPPIPField
1-204 223-558 78 W 29 MLF2 11/11/2010 124 135 153 ---PPI PLab
115 106 167 MCPPIPField
1-205 536-538 6 N 32 LIF2 10/18/2010 131 131 166 ---PPI PLab
125 113 164 MCPPIPField
1-206 537-539 20 S 10 MAF2 10/19/2010 127 128 168 ---PPI PLab
120 122 159 MCPPIPField
1-207 539-542 25 S 29 PSF2 10/19/2010 124 131 159 ---PPI PLab
111 124 160 MCPPIPField
1-208 221-561 25 W 54 RFF2 11/12/2010 120 128 160 ---PPI PLab
124 110 162 MCPPIPField
Comments: 1-097:EXTRUSION DESTRUCTIVE ; 1-105:T/T; 1-109:EXTRUSION; 1-110:EXTRUSION; 1-157:AD-BRK; 1-166:AD
Monday, November 29, 2010 Page 22 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54)
TRI Log#: 3169
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-1 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 131 140 126 123 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 126 121 117 125 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 154 165 163 159 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-2 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 128 142 126 130 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 133 139 130 131 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 159 153 159 156 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54)
TRI Log#: 3169
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-3 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 127 135 145 129 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)113 124 123 116 113 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 160 157 154 157 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54)
TRI Log#: 3183
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-4 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 127 130 131 134 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 118 126 121 117 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 156 157 165 158 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-5 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 129 126 136 131 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 136 135 146 137 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 157 157 163 162 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54)
TRI Log#: 3183
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-6 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 125 114 121 121 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)145 132 112 123 121 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 162 158 157 158 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54)
TRI Log#: 3198
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-7 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)100 38 91 52 67 70
Peel Incursion (%)10% 100% 100% 100% 100%
Peel Locus Of Failure Code AD-BRK AD AD AD AD
Peel NSF Failure Code FTB NON-FTB NON-FTB NON-FTB NON-FTB
Shear Shear
Shear Strength (ppi)154 153 148 147 146 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3236
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-7A | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)73 88 104 102 116 97
Peel Incursion (%)<5% <5% <5% <5% <5%
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 151 156 150 150 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3263
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-8 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 130 127 144 141 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)143 143 146 141 149 144
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 158 154 155 153 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-9 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 105 108 104 121 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 112 112 109 117 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 159 164 160 164 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3280
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-10 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 115 123 112 111 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 119 117 119 121 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 157 155 156 155 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-11 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 112 113 112 115 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 115 128 116 117 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 158 157 158 158 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3290
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-12 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 135 113 121 139 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 110 123 118 107 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 141 142 145 142 143
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-13 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 128 135 133 135 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 121 129 129 123 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 155 155 156 153 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3290
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-14 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 111 112 111 112 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)111 112 115 126 116 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 160 157 160 158 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-15 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 121 123 119 124 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 125 122 131 123 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 158 156 157 154 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3341
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-16 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 128 125 126 125 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)114 113 111 140 110 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 156 161 156 157 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-17 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 117 122 126 132 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 126 115 112 115 117
Peel Incursion (%)100 10 10 10 90
Peel Locus Of Failure Code AD AD-BRK AD-BRK AD-BRK AD-BRK
Peel NSF Failure Code NON-FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 162 154 167 161 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3341
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-18 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 128 129 132 125 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 122 133 132 116 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 153 158 154 161 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-19 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 125 126 138 127 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 115 131 128 120 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 164 162 162 164 163
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3341
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-20 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 134 130 138 134 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 124 132 130 125 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 166 160 163 161 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-21 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 138 125 142 125 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 123 119 129 124 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 159 161 160 161 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3349
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-22 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 128 127 127 127 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)114 116 114 115 113 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 155 155 157 155 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-23 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 124 126 124 138 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)104 102 105 102 100 103
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 157 150 161 164 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3369
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-24 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)143 147 146 138 141 143
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 139 139 139 136 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 144 145 146 144 144
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: White Mesa Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3387
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-17A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 126 124 125 123 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 116 125 96 118 114
Peel Incursion (%)<5 <5 90 30 90
Peel Locus Of Failure Code SE SE AD-BRK AD-BRK AD-BRK
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 156 154 153 152 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-17B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 122 132 124 127 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 123 119 122 117 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 154 155 154 154 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3393
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-25 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 126 127 127 123 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 123 122 123 122 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 162 160 157 156 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-26 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)137 138 146 138 140 140
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 127 135 124 126 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 160 159 165 167 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3414
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-27 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)142 143 138 142 144 142
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 138 118 127 129 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 154 149 155 155 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-28 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 122 124 135 132 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 125 120 124 123 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 151 150 159 156 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3449
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-30 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 103 119 120 120 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)138 137 139 142 139 139
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 152 150 151 147 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-31 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)142 139 145 131 130 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)113 129 115 118 113 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 156 156 158 155 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3449
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-29 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)139 110 136 111 126 124
Peel Incursion (%)<5% <5% <5% <5% <5%
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 161 160 160 158 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3490
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-38 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)138 143 148 142 143 143
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 139 138 124 122 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 156 156 161 160 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-39 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 119 116 134 126 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 134 127 119 123 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 158 153 153 155 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3519
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-40 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)138 138 129 134 133 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)145 140 143 130 112 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 150 155 159 152 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-41 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)107 109 106 105 104 106
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)142 117 118 108 132 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 146 146 149 157 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3519
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-42 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 124 111 112 113 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 111 110 115 110 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 155 154 155 158 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-43 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 114 114 115 115 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 123 120 122 122 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 145 144 153 147 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3519
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-44 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 142 137 131 135 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 135 136 131 127 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)140 143 143 149 152 145
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3697
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-45 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 121 113 117 126 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)107 124 115 113 94 111
Peel Incursion (%)30 <5 <5 <5 20
Peel Locus Of Failure Code AD-BRK SE SE SE AD-BRK
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)140 144 148 141 151 145
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-46 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)106 135 117 122 124 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)113 116 125 115 122 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)142 141 145 147 145 144
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3697
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-47 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 121 108 125 107 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 121 120 112 106 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 148 146 144 150 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-48 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 131 124 124 103 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 140 109 111 108 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 152 150 149 150 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3697
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-49 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 131 117 121 118 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)115 114 111 118 104 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 141 141 144 148 143
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-50 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 116 110 112 107 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)115 123 107 109 109 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)144 151 145 146 150 147
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3697
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-51 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 126 112 116 117 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 126 128 123 121 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)141 143 141 141 145 142
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-52 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 114 113 129 118 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 110 108 113 112 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)139 142 140 142 145 142
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3704
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-53 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 126 135 127 129 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)132 122 131 120 127 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 145 146 158 153 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-54 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 130 124 124 124 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 122 118 125 118 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 152 146 147 145 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3727
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-55 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 130 124 119 118 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 123 132 123 119 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 156 143 156 147 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-56 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 105 106 106 106 107
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 127 126 121 122 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)134 145 140 140 147 141
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3727
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-57 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 118 107 112 109 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 126 121 118 125 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 141 146 141 143 143
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-58 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 126 122 127 120 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 117 122 123 120 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)138 139 138 140 140 139
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3727
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-59 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 118 114 113 112 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 114 117 124 118 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 148 148 156 148 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-60 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 128 119 121 121 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 125 123 115 124 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)145 146 148 144 145 146
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3768
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-45A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 135 128 124 130 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 113 112 114 107 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 151 157 150 151 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-45B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 115 114 110 115 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 110 122 126 125 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 149 150 153 149 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3768
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-62 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)107 145 131 111 116 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 115 117 116 122 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 155 155 154 155 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-63 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 137 132 136 130 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 123 126 123 120 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 151 150 155 156 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3768
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-64 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)108 114 110 118 110 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 117 116 119 117 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 150 152 152 156 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-65 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)110 108 106 113 112 110
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 110 112 113 110 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 152 153 151 158 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3768
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-66 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 135 136 143 139 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 119 127 122 122 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 151 153 150 157 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-67 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 114 117 119 115 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)140 116 147 147 133 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 155 153 157 152 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3768
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-68 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 119 113 112 119 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)113 105 110 110 109 109
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 163 161 157 158 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3768
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-61 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)87 108 101 86 113 99
Peel Incursion (%)<5% <5% <5% <5% <5%
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)139 149 149 146 147 146
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3785
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-69 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 122 128 127 128 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 123 117 125 120 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 153 158 158 157 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-70 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 119 120 128 118 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 117 123 126 120 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 146 156 158 148 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3785
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-71 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 119 113 128 133 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 123 125 121 125 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 153 153 149 155 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-72 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 133 131 137 129 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 133 132 127 127 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 154 152 147 156 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3785
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-73 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 129 120 124 125 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 107 120 125 128 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 155 151 156 153 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DSS-74 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 112 109 113 116 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)134 122 130 119 131 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 159 165 156 156 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3785
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DSS-75 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 139 135 134 141 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 117 116 115 119 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 155 158 154 162 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3878
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-76 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 127 123 124 123 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)131 127 130 136 135 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)171 170 159 165 160 165
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-77 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 115 124 127 131 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 109 112 110 112 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 161 149 158 154 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3878
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-78 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 116 112 110 112 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 122 122 114 122 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 158 148 161 153 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-79 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)109 110 111 114 113 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 129 117 132 127 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 155 147 156 150 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3924
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-80 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 150 136 135 137 139
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)115 115 118 119 120 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 152 155 153 156 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-81 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 114 107 113 114 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)114 129 105 108 126 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 154 154 158 154 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3924
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-82 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 114 108 113 120 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 125 125 128 128 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 153 153 158 155 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-83 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)132 137 108 109 133 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 133 134 133 122 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)137 149 147 152 150 147
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3924
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-84 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 128 133 146 134 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 132 130 96 106 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 148 152 144 149 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-85 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 103 131 137 132 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)114 110 111 116 109 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 150 153 154 150 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3924
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-86 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)110 115 109 113 113 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 129 127 125 130 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 148 155 151 153 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-87 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)106 115 112 118 120 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 116 118 109 115 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 148 144 149 151 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3924
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-88 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 129 132 131 110 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 122 123 117 122 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)142 155 149 149 153 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-89 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 124 130 125 129 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)113 113 121 114 118 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)138 144 144 145 150 144
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3924
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-90 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 110 113 109 111 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 124 126 123 125 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 147 152 152 148 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3970
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-91 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)132 128 134 133 130 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 119 122 119 122 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 144 136 138 141 141
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-92 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 112 109 112 109 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 110 113 113 112 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 146 152 154 154 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3988
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-93 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 119 115 116 137 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 119 120 125 119 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)138 145 144 144 144 143
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-94 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 116 115 117 113 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 114 123 117 126 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 149 154 153 154 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 3988
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-95 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 124 130 133 126 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 119 117 119 126 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)136 143 142 142 141 141
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-96 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 128 126 128 129 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 122 119 125 123 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 157 159 156 154 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4009
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-97 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)105 122 112 121 111 114
Peel Incursion (%)<5% <5% <5% <5% <5%
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)137 134 134 139 141 137
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4035
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-98 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 125 127 127 128 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)111 116 113 118 117 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 156 154 155 154 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-99 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 102 103 106 104 105
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)105 106 114 117 110 110
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 157 152 160 157 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4035
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-100 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 131 124 121 122 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 123 119 122 129 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)138 152 154 156 158 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4091
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-101 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 130 131 133 130 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 121 118 122 122 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)166 164 165 165 166 165
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-102 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 120 125 128 112 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 137 129 122 125 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 156 163 162 157 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4091
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-103 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 128 135 136 133 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 117 118 121 116 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 147 149 156 151 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-104 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 106 110 116 115 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)115 127 122 129 135 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 160 162 160 155 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4091
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-105 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)146 142 136 149 146 144
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)142 134 140 150 160 145
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)177 176 177 183 183 179
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4168
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-106 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 127 125 120 129 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 121 123 125 124 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 163 152 162 153 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-107 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 125 128 129 128 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)131 123 121 123 125 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 151 158 159 154 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4168
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-108 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 111 112 113 112 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 121 116 123 127 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 160 151 154 160 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4168
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-109 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)105 111 116 117 120 114
Peel Incursion (%)<5% <5% <5% <5% <5%
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 148 143 149 142 146
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-110 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)88 98 124 98 118 105
Peel Incursion (%)<5% <5% <5% <5% <5%
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 149 150 153 150 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4320
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-111 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 112 119 114 110 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)132 138 129 132 139 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 150 157 155 151 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-112 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)109 110 112 110 113 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 142 131 133 119 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 146 151 149 146 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4320
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-113 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 107 107 110 105 109
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 140 117 116 132 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 154 151 157 157 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-114 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)110 114 129 121 121 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)114 122 139 117 119 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)145 147 147 154 154 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4320
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-115 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 133 135 136 135 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 123 123 121 141 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 153 149 156 155 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-116 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 125 127 120 128 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 123 123 125 125 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 157 164 161 157 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4320
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-117 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 129 136 130 128 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 123 132 119 123 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 157 154 156 155 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-118 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 111 117 112 112 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 127 120 129 120 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 151 155 153 152 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4320
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-119 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)132 115 113 116 114 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)132 133 138 134 126 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 148 150 152 153 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-120 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 128 120 128 132 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 125 104 123 124 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 152 154 156 149 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4320
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-121 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 139 138 130 130 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)142 132 139 127 124 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 155 156 153 153 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4377
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-122 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)145 140 145 145 144 144
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 129 116 115 114 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 153 157 154 151 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-123 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 128 129 129 135 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 121 119 122 112 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 152 153 151 154 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4377
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-124 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 110 113 113 113 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 119 121 123 127 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 150 151 155 150 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-125 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 113 111 114 120 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)134 129 120 127 126 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)165 169 157 162 164 163
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4377
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-126 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)110 108 112 111 116 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)111 113 107 113 109 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 152 158 158 153 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-127 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 130 125 127 135 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 116 113 121 121 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 159 160 162 155 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4377
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-128 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 112 115 113 114 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 118 117 124 119 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 156 155 157 161 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-129 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 118 109 125 121 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 122 120 117 118 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 152 151 153 159 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4377
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-130 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 132 122 123 126 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)114 115 118 127 127 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 148 147 156 157 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-131 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 132 138 141 135 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)135 124 126 129 127 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 148 150 147 147 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4377
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-132 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 129 131 135 135 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)132 129 124 126 136 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 143 151 151 145 147
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-133 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 133 125 128 134 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 140 132 142 129 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)145 147 144 144 147 145
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4377
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-134 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 115 111 113 114 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)106 107 106 116 116 110
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 145 148 144 157 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-135 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 129 120 121 129 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)110 111 113 117 121 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 148 162 157 162 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 8 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4397
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-136 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 117 112 125 122 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 115 119 124 122 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 166 158 159 160 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-137 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 134 142 138 139 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 134 124 133 136 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 150 161 149 154 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4397
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-138 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 131 130 122 134 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)113 110 107 109 105 109
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 158 155 153 154 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-139 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 136 130 136 135 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 124 123 124 125 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 151 161 156 157 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4397
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-140 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 116 114 117 118 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 126 125 124 127 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 148 156 158 154 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-141 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 111 115 109 120 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)40 119 37 125 34 140 32 117 33 127 80
Peel Incursion (%)<5 <5 <5 <5 <5 <5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 162 160 161 160 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4419
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-142 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 114 122 122 114 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)110 115 118 117 111 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 150 155 162 165 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-144 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)133 146 116 127 120 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 127 130 129 124 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 150 149 154 159 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4419
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-145 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)104 114 110 108 111 109
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)111 113 107 110 113 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)168 167 161 162 164 165
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-146 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)137 137 145 140 145 141
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 123 127 125 126 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 151 155 170 169 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4419
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-147 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 133 132 139 127 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 122 125 119 125 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 161 168 161 160 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-148 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 136 132 135 130 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 125 131 130 123 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)165 153 157 164 167 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4419
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-149 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)141 139 145 141 145 142
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 115 114 112 114 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)168 172 164 165 169 168
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-150 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 119 122 118 111 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)134 114 121 126 113 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 166 163 169 163 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4419
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-151 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)138 141 131 142 140 138
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 139 127 133 132 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 156 153 153 154 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-152 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 115 120 115 121 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 114 116 114 150 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)170 176 165 164 175 170
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4419
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-143 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)85 118 100 107 135 109
Peel Incursion (%)<5% <5% <5% <5% <5%
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 146 152 157 156 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 7
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4442
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-153 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 118 115 114 115 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 117 114 117 114 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 150 160 163 166 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-154 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 108 115 116 120 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)131 134 137 126 141 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)166 161 166 173 171 167
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4442
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-155 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 115 121 120 126 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 113 114 113 115 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 159 162 168 169 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-156 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 131 113 142 124 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 121 118 118 114 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 163 168 163 164 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4442
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-157 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 107 126 124 121 118
Peel Incursion (%)<5 <5 80 80 80
Peel Locus Of Failure Code SE SE AD-BRK AD-BRK AD-BRK
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 119 118 129 118 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 148 163 159 169 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-158 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 113 134 114 127 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 119 111 113 117 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 154 154 159 160 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4442
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-163 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 114 120 115 113 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)144 126 113 112 115 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 158 168 160 160 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-164 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 108 109 116 119 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 118 114 113 121 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 161 161 161 162 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 5
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-141A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 112 114 107 105 110
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 119 129 125 122 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 158 164 158 163 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-141B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)109 110 108 114 108 110
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 122 120 120 121 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 156 154 155 161 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-157A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 112 112 116 131 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 123 127 127 125 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 156 159 159 162 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-157B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 113 117 108 112 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)108 109 106 110 110 109
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 159 154 166 165 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-159 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 112 116 111 114 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 113 115 119 112 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 154 156 163 158 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-160 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)137 131 138 133 148 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 129 129 128 134 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)145 141 142 145 145 144
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-161 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 118 108 120 111 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)109 114 105 110 108 109
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 149 152 146 143 147
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-162 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)144 144 142 142 138 142
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 131 127 128 120 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 146 144 153 144 147
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-165 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 114 114 121 119 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 124 118 119 117 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 156 150 155 150 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-166 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)105 96 107 100 98 101
Peel Incursion (%)100 <5 <5 100 100
Peel Locus Of Failure Code AD SE SE AD AD
Peel NSF Failure Code NON-FTB FTB FTB NON-FTB NON-FTB
Side: B Peel B
Peel Strength (ppi)121 120 120 117 120 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 159 156 160 156 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-167 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 127 135 135 131 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)113 113 122 116 114 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 163 159 158 161 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-168 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 125 132 145 108 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 127 119 122 122 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 156 154 152 155 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-169 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 111 137 116 111 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 133 113 132 131 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 154 154 161 154 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-170 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 119 130 114 118 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 119 118 118 118 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 161 163 160 157 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 8 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-171 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 116 111 118 114 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 128 118 128 132 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 152 157 160 154 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-172 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 114 117 110 112 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 112 116 119 113 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 162 159 157 157 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 9 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-173 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 114 109 119 119 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 130 127 126 127 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 155 160 159 154 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-175 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)106 118 114 111 115 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 119 135 118 139 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 150 152 157 154 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 10 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-176 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 117 115 113 110 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 131 136 135 128 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 156 156 155 154 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-177 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 115 118 117 120 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 125 124 122 126 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 153 154 158 150 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 11 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-178 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)141 144 136 137 132 138
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)140 130 133 136 138 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 146 147 148 150 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-179 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 112 118 116 115 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 118 121 125 124 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 161 160 159 156 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 12 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-180 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 131 121 130 130 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 126 126 122 123 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)145 145 138 145 142 143
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-181 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 119 127 127 125 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 134 129 129 135 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 147 141 143 131 142
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 13 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-182 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 130 128 126 127 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)135 137 135 136 133 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 150 149 154 146 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-183 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 132 125 131 139 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 125 121 123 118 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 154 157 156 151 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 14 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-184 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)110 117 140 115 117 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)111 117 127 117 115 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 149 150 152 149 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-185 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 117 118 117 112 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 131 118 125 128 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 155 157 156 152 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 15 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-187 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 117 124 134 121 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 120 137 123 135 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 153 160 154 150 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-189 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 114 114 124 117 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)115 115 118 134 119 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 164 160 161 155 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 16 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-190 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 124 114 119 119 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 129 128 132 132 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)166 166 163 163 160 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-191 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 116 119 120 119 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)135 129 134 133 133 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 157 158 164 158 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 17 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-192 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)133 128 134 138 133 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 107 122 127 124 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 155 155 153 152 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-193 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 136 125 124 121 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 129 129 131 131 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 157 158 158 154 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 18 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4480
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-194 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 114 135 121 113 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 126 130 125 126 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 156 159 158 162 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 19 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4506
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-186 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 130 131 128 136 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 124 125 123 130 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 157 153 154 148 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-188 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)110 115 111 111 111 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 136 131 125 132 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 160 157 161 159 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4506
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-195 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 133 130 132 137 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 132 115 134 123 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 159 159 165 156 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4566
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-166A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 111 114 106 111 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 108 108 106 111 109
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 152 161 156 157 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-166B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 115 124 108 126 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 111 108 113 109 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 167 161 159 161 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4566
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-174 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 119 113 115 114 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 125 123 121 125 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 162 157 155 157 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-196 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 112 112 118 114 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 130 124 119 122 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 160 161 166 163 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4566
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-197 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)107 109 104 113 114 109
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 116 118 122 113 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 160 161 167 164 163
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-198 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)139 148 145 137 144 143
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 123 112 119 119 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 159 158 165 163 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4566
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-199 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 121 115 130 117 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 127 124 122 123 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 160 161 165 164 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-200 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 124 119 123 127 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 124 124 125 129 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 155 154 154 152 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4566
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-201 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 120 129 130 124 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 125 125 127 125 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 155 155 161 151 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Secondary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4863
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-202 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)140 137 134 139 138 138
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 132 135 137 130 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 148 143 140 144 144
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of
this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4788
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-203 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 139 135 131 134 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 119 116 112 117 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 155 160 158 158 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-204 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 115 134 119 131 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 130 141 145 137 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 152 152 157 153 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4809
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-205 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 136 120 138 141 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 122 138 143 130 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)168 168 164 164 166 166
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-206 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 127 123 127 127 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 138 121 131 128 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)167 168 166 166 171 168
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Secondary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4809
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-207 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 127 121 125 129 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)146 125 129 131 122 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 161 157 158 160 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-208 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 122 118 121 120 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 126 129 126 128 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 161 158 159 159 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 3
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-001 1-2 10 E 54 LIF2 7/19/2010 131 113 156 ---PPI PLab
122 119 156 CLPPIPField
1-002 2-3 10 E 10 MAF2 7/19/2010 116 118 159 ---PPI PLab
112 120 153 CLPPIPField
1-003 9-10 12 E 10 MAF2 7/20/2010 118 118 148 ---PPI PLab
108 104 140 CLPPIPField
1-004 10-11 12 E 54 LIF2 7/20/2010 114 106 145 ---PPI PLab
120 114 138 CLPPIPField
1-005 15-16 12 E 54 LIF2 7/22/2010 131 120 151 ---PPI PLab
108 126 150 CLPPIPField
1-006 17-18 6 E 10 MAF2 7/22/2010 107 112 152 ---PPI PLab
112 107 150 CLPPIPField
1-007 22-23 12 E 54 LIF2 8/9/2010 135 119 158 ---PPI PLab
118 130 154 CLPPIPField
1-008 35-36 15 N 10 MAF2 8/10/2010 118 121 154 ---PPI PLab
112 110 158 CLPPIPField
1-009 37-38 50 S 54 LIF2 8/10/2010 115 130 154 ---PPI PLab
116 108 154 CLPPIPField
1-010 38-39 100 S 10 MAF2 8/10/2010 113 121 152 ---PPI PLab
118 107 152 CLPPIPField
Monday, November 29, 2010 Page 1 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-011 5-37 9 N 54 LIF2 8/10/2010 146 130 147 ---PPI PLab
130 139 134 CLPPIPField
1-012 36-40 14 N 10 MAF2 8/11/2010 129 78 153 12AB --PPI FLab
110 122 156 CLPPIPField
1-012A 36-40 4 N 10 MAF2 8/11/2010 120 109 149 12A2 --PPI FLab
111 116 150 CLPPIPField
1-012A2 40-41 6 S 10 MAF2 8/11/2010 124 127 152 ---PPI PLab
109 108 154 CLPPIPField
1-012B 36-40 34 N 10 MAF2 8/11/2010 125 119 153 ---PPI PLab
117 123 154 CLPPIPField
1-013 45-46 19 N 54 LIF2 8/11/2010 117 128 149 ---PPI PLab
111 115 148 CLPPIPField
1-014 39-48 40 N 10 MAF2 8/11/2010 131 125 154 ---PPI PLab
111 114 146 CLPPIPField
1-015 48-49 30 S 54 LIF2 8/11/2010 145 108 167 ---PPI PLab
105 124 162 CLPPIPField
1-016 49-50 60 S 13 PSF2 8/11/2010 145 125 162 ---PPI PLab
111 132 152 CLPPIPField
1-017 50-51 90 S 54 LIF2 8/11/2010 117 124 157 ---PPI PLab
108 106 150 CLPPIPField
Monday, November 29, 2010 Page 2 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-018 51-52 120 S 10 MAF2 8/11/2010 116 118 150 ---PPI PLab
118 121 144 CLPPIPField
1-019 52-53 150 S 13 PSF2 8/11/2010 133 127 151 ---PPI PLab
134 122 140 CLPPIPField
1-020 53-54 175 S 10 MAF2 8/11/2010 119 119 152 ---PPI PLab
104 118 144 CLPPIPField
1-021 53-54 407 S 13 PSF2 8/11/2010 134 120 155 ---PPI PLab
111 114 146 CLPPIPField
1-022 37-R68 84 BOE2 8/12/2010 134 N/A 146 ---PPI PLab
123 N/A 134 CLPPIPField
1-023 47-55 20 N 54 LIF2 8/13/2010 125 123 151 ---PPI PLab
115 124 148 CLPPIPField
1-024 61-62 20 N 13 PSF2 8/13/2010 108 126 154 ---PPI PLab
115 108 151 CLPPIPField
1-025 54-63 75 S 10 MAF2 8/13/2010 117 121 157 ---PPI PLab
116 118 154 CLPPIPField
1-026 63-64 125 S 54 LIF2 8/13/2010 118 121 148 ---PPI PLab
114 109 149 CLPPIPField
1-027 64-65 300 S 13 PSF2 8/13/2010 117 118 148 ---PPI PLab
116 114 148 CLPPIPField
Monday, November 29, 2010 Page 3 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-028 65-66 100 S 10 MAF2 8/13/2010 113 118 155 ---PPI PLab
112 120 146 CLPPIPField
1-029 66-67 250 S 13 PSF2 8/13/2010 118 131 153 ---PPI PLab
120 114 151 CLPPIPField
1-030 69-70 11 W 54 LIF2 8/13/2010 129 128 142 ---PPI PLab
126 123 142 CLPPIPField
1-031 67-70 8 S 10 MAF2 8/13/2010 117 116 147 ---PPI PLab
120 102 150 CLPPIPField
1-032 72-75 25 S 13 PSF2 8/13/2010 133 128 159 ---PPI PLab
130 128 157 CLPPIPField
1-033 75-79 25 S 13 PSF2 8/13/2010 108 113 153 ---PPI PLab
111 106 150 CLPPIPField
1-034 69-R95 75 MAE1 8/14/2010 144 N/A 143 ---PPI PLab
140 N/A 140 CLPPIPField
1-035 59-84 10 W 10 LIF2 8/14/2010 134 133 146 ---PPI PLab
125 128 142 CLPPIPField
1-036 81-85 9 S 32 LIF2 8/30/2010 127 120 147 ---PPI PLab
122 126 152 VHPPIPField
1-037 85-86 360 S 13 PSF2 8/30/2010 117 123 156 ---PPI PLab
118 114 162 VHPPIPField
Monday, November 29, 2010 Page 4 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-038 86-87 385 S 10 MAF2 8/30/2010 113 118 149 ---PPI PLab
110 129 158 VHPPIPField
1-039 87-88 210 S 32 LIF2 8/30/2010 113 120 152 ---PPI PLab
116 108 154 VHPPIPField
1-040 88-89 160 S 13 PSF2 8/30/2010 126 125 149 ---PPI PLab
124 124 150 VHPPIPField
1-041 89-90 415 S 10 MAF2 8/30/2010 117 114 148 ---PPI PLab
114 113 153 VHPPIPField
1-042 90-91 385 S 32 LIF2 8/30/2010 116 118 146 ---PPI PLab
106 120 146 VHPPIPField
1-043 91-92 360 S 13 PSF2 8/30/2010 118 112 148 ---PPI PLab
106 112 151 VHPPIPField
1-044 92-93 280 S 10 MAF2 8/30/2010 114 129 151 ---PPI PLab
114 116 152 VHPPIPField
1-045 93-94 310 S 32 LIF2 8/30/2010 136 127 152 ---PPI PLab
122 110 156 VHPPIPField
1-046 94-95 335 S 13 PSF2 8/30/2010 127 120 144 ---PPI PLab
118 117 152 VHPPIPField
1-047 95-96 155 S 10 MAF2 8/30/2010 113 121 150 ---PPI PLab
116 106 153 VHPPIPField
Monday, November 29, 2010 Page 5 of 22
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Location
(ft.)
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Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-048 96-97 125 S 32 LIF2 8/30/2010 115 132 148 ---PPI PLab
118 129 151 VHPPIPField
1-049 97-98 30 S 13 PSF2 8/30/2010 123 121 148 ---PPI PLab
108 122 152 VHPPIPField
1-050 98-99 60 S 32 LIF2 8/31/2010 132 122 149 ---PPI PLab
122 133 162 VHPPIPField
1-051 99-100 70 S 10 MAF2 8/31/2010 122 129 151 ---PPI PLab
127 120 160 VHPPIPField
1-052 100-101 80 S 13 PSF2 8/31/2010 131 124 151 ---PPI PLab
121 116 158 VHPPIPField
1-053 101-102 200 S 32 LIF2 8/31/2010 138 125 153 ---PPI PLab
122 144 146 VHPPIPField
1-054 102-103 220 S 10 MAF2 8/31/2010 112 124 155 ---PPI PLab
128 110 163 VHPPIPField
1-055 103-104 250 S 13 PSF2 8/31/2010 120 124 150 ---PPI PLab
124 106 160 VHPPIPField
1-056 104-105 260 S 32 LIF2 8/31/2010 114 123 146 ---PPI PLab
128 111 156 VHPPIPField
1-057 105-106 300 S 10 MAF2 8/31/2010 113 125 148 ---PPI PLab
126 114 154 VHPPIPField
Monday, November 29, 2010 Page 6 of 22
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Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-058 106-107 355 S 13 PSF2 8/31/2010 129 134 148 ---PPI PLab
128 127 151 VHPPIPField
1-059 107-108 370 S 10 MAF2 8/31/2010 133 120 148 ---PPI PLab
119 115 156 VHPPIPField
1-060 108-109 30 S 32 LIF2 8/31/2010 117 124 142 ---PPI PLab
125 130 153 VHPPIPField
1-061 109-110 60 S 13 PSF2 8/31/2010 130 120 142 ---PPI PLab
120 130 148 VHPPIPField
1-062 110-111 90 S 10 MAF2 8/31/2010 111 125 147 ---PPI PLab
126 108 148 VHPPIPField
1-063 111-112 120 S 32 LIF2 8/31/2010 139 118 146 ---PPI PLab
104 123 156 VHPPIPField
1-064 112-113 150 S 13 PSF2 8/31/2010 114 137 148 ---PPI PLab
132 114 160 VHPPIPField
1-065 113-114 180 S 10 MAF2 8/31/2010 115 124 154 ---PPI PLab
114 108 160 VHPPIPField
1-066 114-115 220 S 32 LIF2 8/31/2010 118 123 149 ---PPI PLab
122 124 156 VHPPIPField
1-067 115-116 250 S 13 PSF2 8/31/2010 128 112 149 ---PPI PLab
114 126 153 VHPPIPField
Monday, November 29, 2010 Page 7 of 22
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Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-068 125-126 95 S 10 MAF2 9/9/2010 121 127 170 ---PPI PLab
126 110 159 VHPPIPField
1-069 126-127 95 S 32 LIF2 9/9/2010 123 128 162 ---PPI PLab
120 126 160 VHPPIPField
1-070 127-128 95 S 13 PSF2 9/9/2010 118 122 158 ---PPI PLab
127 118 154 VHPPIPField
1-071 139-140 90 S 32 LIF2 9/9/2010 114 122 154 ---PPI PLab
114 106 146 VHPPIPField
1-072 140-141 95 S 10 MAF2 9/9/2010 112 128 154 ---PPI PLab
118 104 147 VHPPIPField
1-073 142-143 95 S 13 PSF2 9/9/2010 123 121 157 ---PPI PLab
110 108 148 VHPPIPField
1-074 148-149 100 S 13 PSF2 9/9/2010 118 129 159 ---PPI PLab
122 116 143 VHPPIPField
1-075 97-128 7 W 10 MAF2 9/9/2010 132 125 149 ---PPI PLab
120 122 140 VHPPIPField
1-076 112-143 5 W 32 LIF2 9/9/2010 139 131 154 ---PPI PLab
124 130 139 VHPPIPField
1-077 151-152 102 W 13 PSF2 9/15/2010 126 123 158 ---PPI PLab
112 126 159 VHPPIPField
Monday, November 29, 2010 Page 8 of 22
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Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-078 155-156 100 W 10 MAF2 9/15/2010 116 114 157 ---PPI PLab
121 112 159 VHPPIPField
1-079 160-161 70 W 10 MAF2 9/28/2010 115 124 152 ---PPI PLab
110 110 147 VHPPIPField
1-080 111-161 15W 32 LIF2 9/28/2010 123 127 149 ---PPI PLab
126 132 140 VHPPIPField
1-081 164-165 15 S 29 PSF2 9/28/2010 118 117 158 ---PPI PLab
118 122 153 VHPPIPField
1-082 180-181 11 W 32 LIF2 9/28/2010 123 124 150 ---PPI PLab
116 116 138 VHPPIPField
1-083 97-175 14 W 29 PSF2 9/28/2010 133 128 144 ---PPI PLab
124 126 140 VHPPIPField
1-084 159-184 12 E 32 LIF2 10/20/2010 115 129 166 ---PPI PLab
124 124 152 MCPPIPField
1-085 185-186 11 E 10 MAF2 10/20/2010 116 128 164 ---PPI PLab
137 109 162 VHPPIPField
1-086 206-207 50 S 29 PSF2 10/20/2010 122 122 152 ---PPI PLab
108 116 156 VHPPIPField
1-087 207-209 30 S 32 LIF2 10/20/2010 116 132 153 ---PPI PLab
120 105 163 VHPPIPField
Monday, November 29, 2010 Page 9 of 22
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ID
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2
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Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-088 204-205 15 W 10 MAF2 10/20/2010 130 134 149 ---PPI PLab
123 110 160 VHPPIPField
1-089 202-203 100 S 29 PSF2 10/20/2010 117 119 155 ---PPI PLab
118 110 162 VHPPIPField
1-090 210-211 13 S 29 PSF2 10/28/2010 134 130 155 ---PPI PLab
110 122 159 MCPPIPField
1-091 211-212 12 S 10 MAF2 10/28/2010 124 118 154 ---PPI PLab
114 123 159 MCPPIPField
1-092 214-215 17 S 32 LIF2 10/28/2010 135 126 155 ---PPI PLab
126 132 153 MCPPIPField
1-093 218-219 15 S 10 MAF2 10/28/2010 126 127 155 ---PPI PLab
112 115 151 MCPPIPField
1-094 220-221 18 S 29 PSF2 10/28/2010 126 123 157 ---PPI PLab
116 118 154 MCPPIPField
1-095 227-228 13 S 32 LIF2 10/28/2010 131 128 159 ---PPI PLab
124 119 152 MCPPIPField
1-096 238-239 20 S 10 MAF2 10/28/2010 124 121 155 ---PPI PLab
112 122 154 MCPPIPField
1-097 241-242 20 S 32 LIF2 10/28/2010 121 130 157 ---PPI PLab
109 118 152 MCPPIPField
Monday, November 29, 2010 Page 10 of 22
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ID
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2
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Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-098 237-238 20 S 29 PSF2 10/28/2010 127 131 160 98AB --PPI FLab
128 113 156 MCPPIPField
1-098A 237-238 7 N 29 PSF2 10/28/2010 118 117 158 ---PPI PLab
116 112 134 MCPPIPField
1-098B 239-240 7 S 29 PSF2 10/28/2010 124 116 159 ---PPI PLab
120 114 154 MCPPIPField
1-099 250-251 20 S 10 MAF2 10/28/2010 115 122 159 ---PPI PLab
112 112 156 MCPPIPField
1-100 252-253 17 S 29 PSF2 10/28/2010 126 130 158 ---PPI PLab
113 124 147 MCPPIPField
1-101 256-257 17 S 32 LIF2 10/28/2010 119 130 155 ---PPI PLab
120 110 159 MCPPIPField
1-102 263-264 13 W 32 LIF2 10/30/2010 118 123 155 ---PPI PLab
112 114 154 MCPPIPField
1-103 267-268 15 W 29 PSF2 10/30/2010 134 121 160 ---PPI PLab
114 121 160 MCPPIPField
1-104 269-270 19 W 10 MAF2 10/30/2010 133 125 157 ---PPI PLab
114 115 158 MCPPIPField
1-105 278-279 15 W 32 LIF2 10/30/2010 125 136 156 ---PPI PLab
120 114 158 MCPPIPField
Monday, November 29, 2010 Page 11 of 22
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Primary / Secondary: Primary
Location
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Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-106 280-281 15 W 29 PSF2 10/30/2010 123 120 156 ---PPI PLab
117 123 166 MCPPIPField
1-107 282-283 13 W 10 MAF2 10/30/2010 124 131 161 ---PPI PLab
114 112 163 MCPPIPField
1-108 289-290 17 W 29 PSF2 10/30/2010 118 118 157 ---PPI PLab
122 124 160 MCPPIPField
1-109 290-291 16 W 10 MAF2 10/30/2010 120 127 156 ---PPI PLab
114 110 164 MCPPIPField
1-110 293-294 16 W 32 LIF2 10/30/2010 115 123 157 ---PPI PLab
117 122 168 MCPPIPField
1-111 299-300 170 S 32 LIF2 11/1/2010 124 133 157 ---PPI PLab
122 118 162 MCPPIPField
1-112 301-302 12 W 29 SCF2 11/1/2010 131 139 142 ---PPI PLab
134 124 158 MCPPIPField
1-113 302-303 190 S 29 SCF2 11/1/2010 120 129 156 ---PPI PLab
115 111 154 MCPPIPField
1-114 305-306 120 S 10 MAF2 11/1/2010 122 130 158 ---PPI PLab
122 106 159 MCPPIPField
1-115 209-299 195 S 32 LIF2 11/1/2010 119 125 155 ---PPI PLab
118 110 154 MCPPIPField
Monday, November 29, 2010 Page 12 of 22
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Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-116 308-309 45 S 10 MAF2 11/1/2010 120 127 151 ---PPI PLab
112 116 156 MCPPIPField
1-117 314-315 275 S 29 SCF2 11/1/2010 126 124 164 ---PPI PLab
136 123 177 MCPPIPField
1-118 311-312 155 S 10 MAF2 11/1/2010 136 125 160 ---PPI PLab
118 122 156 MCPPIPField
1-119 312-314 155 S 32 LIF2 11/1/2010 122 105 160 ---PPI PLab
104 121 156 MCPPIPField
1-120 316-318 25 S 29 SCF2 11/1/2010 116 112 162 ---PPI PLab
112 116 177 MCPPIPField
1-121 318-320 345 S 10 MAF2 11/1/2010 119 124 164 ---PPI PLab
121 113 176 MCPPIPField
1-122 321-322 15 W 32 LIF2 11/1/2010 127 131 155 ---PPI PLab
125 127 164 MCPPIPField
1-123 322-324 60 S 29 SCF2 11/1/2010 118 126 156 123A1 --PPI FLab
120 115 171 MCPPIPField
1-123A1 322-324 50 S 29 SCF2 11/1/2010 119 112 157 ---PPI PLab
114 122 161 MCPPIPField
1-124 325-326 186 S 32 LIF2 11/1/2010 122 104 160 ---PPI PLab
126 122 186 MCPPIPField
Monday, November 29, 2010 Page 13 of 22
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ID
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1
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2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-125 324-325 45 S 10 MAF2 11/1/2010 120 136 163 ---PPI PLab
134 127 173 MCPPIPField
1-126 65-311 10 W 29 SCF2 11/1/2010 124 124 140 126AB --PPI FLab
135 134 162 MCPPIPField
1-126A 64-312 11 W 29 SCF2 11/1/2010 123 132 141 ---PPI PLab
122 116 147 MCPPIPField
1-126B 65-311 19 W 29 SCF2 11/1/2010 125 125 141 ---PPI PLab
118 111 138 MCPPIPField
1-127 200-320 17 W 10 MAF2 11/1/2010 141 132 160 ---PPI PLab
136 118 152 MCPPIPField
1-128 187-330 9 W 32 LIF2 11/2/2010 130 128 155 ---PPI PLab
140 119 158 MCPPIPField
1-129 335-336 12 E 32 LIF2 11/4/2010 134 125 154 ---PPI PLab
133 122 156 MCPPIPField
1-130 337-338 20 10 MAF2 11/4/2010 114 124 159 ---PPI PLab
111 118 152 MCPPIPField
1-131 339-340 16 W 29 PSF2 11/4/2010 125 126 151 ---PPI PLab
125 131 168 MCPPIPField
1-132 353-354 38 S 10 MAF2 11/4/2010 113 130 166 ---PPI PLab
116 109 158 MCPPIPField
Monday, November 29, 2010 Page 14 of 22
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ID
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Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-133 351-353 118 S 29 PSF2 11/4/2010 117 120 165 ---PPI PLab
114 114 151 MCPPIPField
1-134 355-356 12 W 32 LIF2 11/4/2010 136 120 148 ---PPI PLab
132 120 147 MCPPIPField
1-135 364-368 40 S 54 MLF2 11/4/2010 112 120 163 ---PPI PLab
107 122 160 MCPPIPField
1-136 366-373 25 S 10 MAF2 11/4/2010 114 119 158 ---PPI PLab
110 112 145 MCPPIPField
1-137 383-384 12 W 32 LIF2 11/4/2010 133 127 152 ---PPI PLab
136 128 147 MCPPIPField
1-138 376-387 20 S 54 MLF2 11/4/2010 118 128 156 ---PPI PLab
105 104 174 MCPPIPField
1-139 383-393 40 S 10 MAF2 11/4/2010 127 128 161 ---PPI PLab
111 118 172 MCPPIPField
1-140 392-395 25 S 32 LIF2 11/4/2010 113 131 160 ---PPI PLab
122 118 153 MCPPIPField
1-141 395-397 30 S 54 MLF2 11/4/2010 114 127 158 ---PPI PLab
120 104 156 MCPPIPField
1-142 397-400 50 S 29 PSF2 11/4/2010 123 116 157 ---PPI PLab
118 115 160 MCPPIPField
Monday, November 29, 2010 Page 15 of 22
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ID
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1
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2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-143 225-358 12 W 32 LIF2 11/4/2010 137 130 153 ---PPI PLab
120 122 141 MCPPIPField
1-144 400-401 20 S 10 MAF2 11/5/2010 117 120 158 ---PPI PLab
122 114 162 MCPPIPField
1-145 403-404 50 S 29 PSF2 11/5/2010 119 121 157 ---PPI PLab
126 128 155 MCPPIPField
1-146 404-406 200 S 54 MLF2 11/5/2010 118 125 159 ---PPI PLab
120 118 159 MCPPIPField
1-147 406-408 30 S 54 MLF2 11/5/2010 118 130 164 ---PPI PLab
120 118 162 MCPPIPField
1-148 408-409 20 S 29 PSF2 11/5/2010 117 126 159 ---PPI PLab
125 116 170 MCPPIPField
1-149 409-413 130 S 10 MAF2 11/5/2010 114 128 159 ---PPI PLab
110 107 164 MCPPIPField
1-150 238-408 14 W 54 MLF2 11/5/2010 138 137 147 ---PPI PLab
137 134 150 MCPPIPField
1-151 412-422 8 S 10 MAF2 11/6/2010 125 128 157 ---PPI PLab
109 120 156 MCPPIPField
1-152 422-423 95 S 32 LIF2 11/6/2010 112 124 159 ---PPI PLab
114 112 166 MCPPIPField
Monday, November 29, 2010 Page 16 of 22
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QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-153 423-424 150 S 29 PSF2 11/6/2010 114 114 156 ---PPI PLab
116 120 150 MCPPIPField
1-154 424-425 200 S 54 MLF2 11/6/2010 114 131 158 ---PPI PLab
116 110 152 MCPPIPField
1-155 425-426 250 S 10 MAF2 11/6/2010 120 128 157 ---PPI PLab
121 132 149 MCPPIPField
1-156 426-427 25 S 32 LIF2 11/6/2010 113 128 158 ---PPI PLab
128 128 166 MCPPIPField
1-158 428-429 55 S 54 RFF2 11/6/2010 113 127 157 ---PPI PLab
108 112 161 MCPPIPField
1-159 430-431 55 S 10 MAF2 11/6/2010 125 122 160 ---PPI PLab
120 128 163 MCPPIPField
1-160 429-430 20 S 3233 MLF2 11/6/2010 124 140 160 ---PPI PLab
122 124 160 MCPPIPField
1-161 431-432 50 S 32 LIF2 11/6/2010 115 135 161 ---PPI PLab
118 127 168 MCPPIPField
1-162 432-433 180 S 29 PSF2 11/6/2010 122 124 159 ---PPI PLab
118 120 172 MCPPIPField
1-163 434-435 530 S 3233 MLF2 11/6/2010 123 129 157 ---PPI PLab
120 110 154 MCPPIPField
Monday, November 29, 2010 Page 17 of 22
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ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-164 433-434 450 S 54 RFF2 11/6/2010 123 128 164 ---PPI PLab
127 120 158 MCPPIPField
1-165 435-436 350 S 29 PSF2 11/6/2010 119 124 159 ---PPI PLab
113 116 152 MCPPIPField
1-166 436-437 130 S 32 LIF2 11/6/2010 115 130 159 ---PPI PLab
113 110 164 MCPPIPField
1-167 247-428 8 W 54 RFF2 11/6/2010 133 139 144 ---PPI PLab
127 130 148 MCPPIPField
1-168 437-438 25 S 3233 MLF2 11/6/2010 131 124 159 ---PPI PLab
120 129 155 MCPPIPField
1-169 438-439 50 S 54 RFF2 11/6/2010 117 127 160 ---PPI PLab
108 122 153 MCPPIPField
1-170 439-440 40 S 32 LIF2 11/6/2010 124 122 157 ---PPI PLab
120 124 152 MCPPIPField
1-171 440-441 100 S 3233 MLF2 11/6/2010 128 135 159 ---PPI PLab
128 112 164 MCPPIPField
1-172 441-442 40 S 29 PSF2 11/6/2010 124 124 158 ---PPI PLab
114 122 159 MCPPIPField
1-173 441-443 90 S 54 RFF2 11/6/2010 122 129 158 ---PPI PLab
122 108 155 MCPPIPField
Monday, November 29, 2010 Page 18 of 22
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Result
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Date
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QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-174 276-442 10 S 29 PSF2 11/6/2010 131 130 153 ---PPI PLab
128 123 156 MCPPIPField
1-175 443-444 275 S 3233 MLF2 11/6/2010 119 132 159 ---PPI PLab
122 108 152 MCPPIPField
1-176 R529-335 12 E 84 LIE2 11/7/2010 140 N/A 150 ---PPI PLab
132 N/A 150 MCPPIPField
1-177 465-467 25 S 3233 MLF2 11/8/2010 130 145 163 ---PPI PLab
138 120 158 MCPPIPField
1-178 458-460 50 S 3233 MLF2 11/8/2010 128 138 165 ---PPI PLab
117 123 154 MCPPIPField
1-179 323-501 41 S 10 LIF2 11/12/2010 132 128 158 ---PPI PLab
114 114 164 MCPPIPField
1-180 322-501 54 S 10 LIF2 11/12/2010 132 126 160 ---PPI PLab
124 122 161 MCPPIPField
1-181 298-488 8 W 2502 RCF2 11/12/2010 113 120 161 ---PPI PLab
117 108 156 MCPPIPField
1-182 492-493 8 W 2502 RCF2 11/12/2010 129 122 162 ---PPI PLab
132 124 158 MCPPIPField
1-183 116-503 25 S 2502 RCF2 11/13/2010 129 123 153 ---PPI PLab
120 119 162 MCPPIPField
Monday, November 29, 2010 Page 19 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-184 503-504 50 S 54 RFF2 11/13/2010 129 131 159 ---PPI PLab
128 130 164 MCPPIPField
1-185 504-515 100 S 29 MLF2 11/14/2010 145 118 157 ---PPI PLab
123 124 157 MCPPIPField
1-186 515-516 150 S 10 RFF2 11/14/2010 117 124 150 ---PPI PLab
112 116 152 MCPPIPField
1-187 523-527 30 S 54 RFF2 11/15/2010 126 133 151 ---PPI PLab
116 122 148 MCPPIPField
1-188 527-528 100 S 29 MLF2 11/15/2010 132 120 156 ---PPI PLab
116 120 152 MCPPIPField
1-189 451-453 50 S 54 RFF2 11/8/2010 125 129 161 ---PPI PLab
122 116 160 MCPPIPField
1-190 444-449 190 S 3233 MLF2 11/8/2010 131 139 163 ---PPI PLab
128 130 161 MCPPIPField
1-191 444-449 200 S 3233 MLF2 11/8/2010 129 132 161 ---PPI PLab
118 126 165 MCPPIPField
1-192 443-444 100 S 3233 MLF2 11/6/2010 130 135 159 ---PPI PLab
130 121 153 MCPPIPField
1-193 443-444 375 S 3233 MLF2 11/6/2010 128 135 158 ---PPI PLab
126 124 160 MCPPIPField
Monday, November 29, 2010 Page 20 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-194 443-457 110 S 3233 MLF2 11/8/2010 129 132 158 ---PPI PLab
144 128 158 MCPPIPField
1-195 443-457 210 S 3233 MLF2 11/8/2010 126 144 157 ---PPI PLab
136 122 164 MCPPIPField
1-196 495-497 13 W 54 RFF2 11/13/2010 128 114 143 196AB --PPI FLab
120 135 156 MCPPIPField
1-196A 478-497 10 W 54 RFF2 11/13/2010 132 133 150 ---PPI PLab
135 136 156 MCPPIPField
1-196B 423-497 10 W 54 RFF2 11/13/2010 137 132 148 ---PPI PLab
137 140 161 MCPPIPField
1-197 533-535 25 S 29 PSF2 11/16/2010 127 117 159 ---PPI PLab
112 120 154 MCPPIPField
1-198 541-543 30 S 10 MAF2 11/16/2010 124 123 155 ---PPI PLab
128 116 165 MCPPIPField
1-199 519-548 10 W 10 MAF2 11/17/2010 122 122 156 ---PPI PLab
122 130 161 MCPPIPField
1-200 464-548 12 W 29 PSF2 11/17/2010 139 125 147 ---PPI PLab
126 123 156 MCPPIPField
1-201 479-486 321 W 54 RFF2 11/11/2010 131 120 153 ---PPI PLab
110 123 158 MCPPIPField
Monday, November 29, 2010 Page 21 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
Samp
No
Weld
Type
Track
Type Seam Dist.
Mach
ID
Oper
ID Inside Outside
Shear Unit
ppi/psi
Result
(P/F)
Date
Samp
QA
ID
Re test
1
Re test
2
Sample Data
Peel
Destructive Test Log
Primary / Secondary: Primary
Location
(ft.)
Series: 1 MaterialType: 1
Test Data
Project: White Messa Mill - Cell 4B
Location: Blanding, UT
Description: Cell 4B - Primary
Peel Inside: 91 Peel Outside: 91 Shear: 120Test Reqs: Fusion:
Extrusion: Peel: 78 Shear: 120
1-202 395-479 11 W 54 RFF2 11/8/2010 135 118 150 ---PPI PLab
115 122 149 MCPPIPField
1-203 517-518 10 S 54 RFF2 11/14/2010 ---203AB ----Lab
120 N/A N/A MCPPIFField
1-203A 149-503 5 W 54 RFF2 11/13/2010 142 137 152 ---PPI PLab
130 130 158 MCPPIPField
1-203B 518-520 10 S 54 RFF2 11/14/2010 142 129 149 ---PPI PLab
133 126 162 MCPPIPField
1-204 457-458 40 S 54 RFF2 11/8/2010 129 131 155 ---PPI PLab
130 126 160 MCPPIPField
1-205 146-147 5 S 10 MAF2 9/7/2010 124 120 156 ---PPI PLab
118 126 166 MCPPIPField
1-206 121-122 5 S 10 MAF2 9/6/2010 138 133 157 ---PPI PLab
120 124 160 MCPPIPField
1-207 62-117 5 S 10 MAF2 9/6/2010 143 119 151 ---PPI PLab
132 112 156 MCPPIPField
Comments: 1-098:AD-BRK; 1-022:EXTRUSION; 1-034:EXTRUSION; 1-123:AD-BRK; 1-123A1:ENTIRE SEAM CAPPED; 1-126:AD-
BRK; 1-135:Martin Lorenzo; 1-196:NON-FTB; 1-203:NOT SENT TO LAB
Monday, November 29, 2010 Page 22 of 22
[Copyright ©2010 by Geosyntec Consultants, Inc]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:White Mesa Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3370
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DP-1 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 127 134 134 131 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)110 113 118 112 110 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 156 157 157 157 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DP-2 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 110 117 118 115 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 120 116 121 113 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 159 157 169 153 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:White Mesa Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3386
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DP-3 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 123 117 121 117 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 109 120 113 123 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 147 148 149 148 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DP-4 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 110 117 109 118 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)108 102 107 106 106 106
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 148 146 146 144 145
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3413
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-5 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 132 131 128 131 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 129 112 129 114 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 149 148 150 158 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-6 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)110 110 104 109 103 107
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)110 122 106 111 110 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 152 149 155 156 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3637
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-7 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 132 136 132 138 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 122 115 117 118 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 158 154 159 164 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-8 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 108 115 130 118 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 116 116 126 123 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 153 156 159 153 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3637
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-9 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 117 113 118 110 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)143 143 112 140 112 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 158 151 155 154 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-10 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 114 110 116 111 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 123 117 122 114 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 150 142 158 159 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3637
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-11 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)140 147 140 151 151 146
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)144 124 122 132 128 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 145 144 150 149 147
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-12 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 127 126 136 130 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)60 104 60 57 107 78
Peel Incursion (%)100 <5 100 100 25
Peel Locus Of Failure Code AD SE AD AD AD-BRK
Peel NSF Failure Code NON-FTB FTB NON-FTB NON-FTB FTB
Shear Shear
Shear Strength (ppi)153 154 151 150 157 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3637
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-13 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 116 122 118 112 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 115 133 148 129 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 153 148 147 154 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-14 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 131 127 137 131 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 120 129 124 131 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 155 149 153 159 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3637
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-15 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)144 135 149 147 149 145
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)103 116 119 103 98 108
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 171 163 168 171 167
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-16 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)142 146 142 152 142 145
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)131 124 134 126 112 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 160 160 166 160 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3637
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-17 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 113 112 123 121 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)114 137 110 139 120 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 157 157 156 159 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-18 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 112 117 118 120 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)110 113 116 129 120 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)144 156 148 146 154 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3637
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-19 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)137 141 140 144 105 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 126 123 141 127 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 150 149 150 154 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-20 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 116 136 113 114 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 126 108 121 117 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 151 153 151 155 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 8 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3637
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-21 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 132 133 134 135 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)115 113 118 146 109 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 155 151 159 158 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 9 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3637
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-22 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)149 154 122 121 124 134
Peel Incursion (%)<5%<5%<5%<5%<5%
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 148 147 145 148 146
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 10 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3666
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-12A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 124 115 122 117 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 121 82 114 118 109
Peel Incursion (%)90 <5 90 <5 <5
Peel Locus Of Failure Code AD-BRK SE AD-BRK SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 147 146 152 151 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-12B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 131 125 126 116 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 119 117 111 119 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 148 150 159 155 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 9
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3666
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-23 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 133 120 130 120 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 132 121 120 119 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 147 147 157 154 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-24 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 110 106 101 112 108
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)137 135 128 112 118 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 160 151 152 159 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 9
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3666
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-25 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 129 111 117 115 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 115 123 127 121 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 153 156 161 162 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-26 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 114 118 117 122 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 123 102 127 127 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)145 147 145 152 153 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 9
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3666
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-27 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 109 125 106 120 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 130 124 108 107 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 141 150 151 155 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-28 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 112 114 112 112 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 113 121 114 122 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 153 159 152 159 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 9
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3666
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-29 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 109 121 113 124 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 129 128 138 134 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 146 150 158 156 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-30 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 139 126 126 125 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 134 123 123 128 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)137 141 147 141 146 142
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 9
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3666
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-31 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 111 121 109 120 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 118 116 110 114 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 155 141 146 145 147
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-32 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)139 137 134 125 132 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 137 140 126 114 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 166 155 159 156 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 9
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3666
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-33 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)107 107 106 109 109 108
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)110 115 107 121 112 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 155 151 151 156 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-35 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 133 130 143 131 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 130 128 136 133 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 147 145 145 144 146
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 8 of 9
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3666
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-34 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)147 150 142 143 139 144
Peel Incursion (%)<5%<5%<5%<5%<5%
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)138 140 149 140 147 143
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 9 of 9
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3706
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-12A2 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 127 125 119 129 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 128 124 135 121 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 151 150 157 154 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3851
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-36 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 124 122 133 126 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 121 110 120 122 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 150 141 151 149 147
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-37 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 117 114 116 118 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 120 122 125 123 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 160 155 155 159 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3851
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-38 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 121 113 112 107 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)113 115 111 119 131 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 149 156 151 146 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-39 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 113 110 115 109 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 128 114 119 115 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 154 151 151 158 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3851
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-40 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 123 124 125 128 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 125 123 124 125 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 147 150 149 155 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-41 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 117 119 111 114 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 117 109 116 113 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)144 144 146 152 155 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3851
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-42 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 114 114 116 121 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 115 113 120 118 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 142 143 145 152 146
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-43 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 106 117 117 121 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 112 108 108 113 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 151 146 150 147 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3851
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-44 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 115 112 110 117 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 132 135 124 125 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 149 144 154 154 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-45 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)137 137 136 138 134 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 124 125 127 127 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 150 153 151 152 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3851
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-46 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 128 127 125 128 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 120 122 117 124 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 139 149 143 147 144
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-47 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 112 111 117 111 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 119 119 123 119 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 151 147 150 153 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3851
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DSP-48 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 112 114 113 122 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)137 132 133 130 130 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 147 151 150 147 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DSP-49 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 135 122 123 120 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 117 127 115 111 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)144 148 147 150 153 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 8 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3921
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-50 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)133 128 129 131 139 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 121 116 124 127 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)144 152 150 149 151 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-51 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 117 125 123 124 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 128 135 133 117 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 149 148 150 156 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3921
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-52 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)133 128 129 133 131 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 125 120 127 123 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 149 148 154 150 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-53 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 146 147 152 117 138
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 126 123 124 126 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 158 152 149 153 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3921
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-54 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 110 107 117 112 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 129 127 119 127 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 152 155 156 157 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-55 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)108 106 135 110 139 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 125 124 122 127 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 153 148 148 155 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3921
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-56 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 117 109 124 109 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 123 128 124 120 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 148 144 145 146 146
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-57 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 112 114 115 110 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 125 124 126 123 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 149 146 145 152 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3921
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-58 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 127 127 133 132 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 141 135 141 133 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 147 146 147 153 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-59 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)149 119 112 142 144 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 120 118 120 119 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)141 153 149 147 149 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3921
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-60 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 116 110 115 120 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 124 125 123 125 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)137 141 142 140 149 142
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-61 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 131 128 129 131 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 124 119 119 119 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)141 141 146 141 147 143
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3921
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-62 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)110 116 106 111 111 111
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 123 125 130 121 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)140 147 150 147 150 147
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-63 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)143 140 135 142 138 139
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 108 111 114 128 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)138 147 148 147 147 146
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 8 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3921
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-64 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 116 112 114 115 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)138 142 130 141 133 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)144 146 153 149 150 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-65 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 120 111 112 119 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 126 115 126 129 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)145 157 155 159 152 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 9 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3921
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-66 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 108 118 118 129 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 118 129 125 125 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)147 144 146 152 154 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-67 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 125 131 131 127 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)109 111 112 113 112 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)143 152 149 153 147 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 10 of 10
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3945
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DP-68 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 141 111 118 119 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 129 117 132 126 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 175 168 175 167 170
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DP-69 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 133 112 131 113 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 121 137 121 127 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 159 159 164 165 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3945
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DP-70 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 113 127 112 116 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 117 121 125 121 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 156 156 163 160 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DP-71 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 111 107 109 112 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 115 126 115 124 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 156 151 156 155 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3945
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DP-72 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 111 110 110 111 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 129 126 131 126 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 153 153 155 155 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DP-73 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 131 120 113 119 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 129 116 126 121 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 156 157 160 154 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3945
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DP-74 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 117 116 126 113 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 118 129 138 138 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 161 161 163 155 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DP-75 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 135 134 132 127 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 127 125 128 126 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 152 147 150 149 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:3945
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DP-76 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)140 131 141 139 144 139
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)134 129 128 129 135 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 152 159 160 150 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4027
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DP-77 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 127 109 125 134 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 128 114 122 122 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 164 145 159 160 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DP-78 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 114 117 113 120 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)109 119 115 112 117 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 158 156 155 155 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4210
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-79 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 110 112 120 120 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 119 130 124 122 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 148 148 156 156 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-80 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 120 122 131 118 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 127 130 134 121 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)144 152 147 150 150 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4210
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-81 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 122 121 117 110 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 112 113 114 127 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 161 152 157 160 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-82 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 124 122 122 124 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 124 125 127 123 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 149 144 149 155 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4210
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-83 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 142 126 131 134 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 121 127 130 132 128
Peel Incursion (%)<5 <5 <5 <5 40
Peel Locus Of Failure Code SE SE SE SE AD-BRK
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)142 147 139 147 144 144
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction
of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-84 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 106 117 117 116 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 126 129 129 133 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)166 164 167 164 168 166
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-85 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 113 105 117 128 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 127 125 132 129 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)166 166 159 162 166 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-86 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 124 124 116 123 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 121 130 115 118 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 152 152 152 150 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-87 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 113 114 117 117 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 136 130 129 134 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 154 153 153 152 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-88 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 128 130 130 128 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 134 130 135 134 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 148 151 153 145 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-89 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 115 112 115 122 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)140 114 112 115 114 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 153 157 159 151 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-90 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)137 130 142 125 136 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 128 134 138 126 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 152 158 159 153 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-91 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 124 123 124 127 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 119 111 122 121 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 156 153 154 155 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-92 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)137 128 136 135 140 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 122 124 123 135 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 153 154 158 156 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-93 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 131 128 126 122 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 133 124 129 121 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 154 153 158 153 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-94 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 124 138 120 124 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 126 124 123 123 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 156 160 156 158 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-95 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 125 152 115 146 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 129 124 132 129 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 157 159 160 157 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-96 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 124 133 135 118 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 121 119 124 122 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 153 155 155 159 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-97 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 119 121 126 119 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 130 132 128 124 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 158 155 159 156 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 8 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-98 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 114 119 142 131 127
Peel Incursion (%)<5 40 25 <5 <5
Peel Locus Of Failure Code SE AD-BRK AD-BRK SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)131 129 138 128 130 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 161 158 160 161 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-99 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 117 113 115 115 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 120 128 122 116 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 160 161 162 159 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 9 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-100 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 123 117 128 128 126
Peel Incursion (%)10 <5 15 <5 <5
Peel Locus Of Failure Code AD-BRK SE AD-BRK SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 126 139 131 130 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 157 156 161 158 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-101 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 121 116 118 116 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 136 126 126 130 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 154 154 159 156 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 10 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-102 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 117 116 117 122 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 125 126 122 123 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 154 158 157 152 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-103 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)133 131 138 127 139 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 119 113 127 122 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 160 158 165 159 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 11 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-104 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)132 134 134 135 130 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 125 123 119 132 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 159 155 161 158 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-105 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 127 125 123 123 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)141 121 139 141 136 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 156 155 158 156 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 12 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-106 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)132 122 120 117 124 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 123 118 121 117 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 156 160 157 154 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-107 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 116 131 123 127 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 128 127 147 126 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 161 164 163 154 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 13 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-108 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 138 116 114 106 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 118 120 116 116 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 161 156 157 155 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-109 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 118 126 117 114 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 127 135 119 128 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 155 154 159 154 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 14 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-110 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 108 111 112 125 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 121 125 120 123 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 158 156 157 156 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-111 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 123 116 123 138 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 131 128 138 138 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 154 155 159 157 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 15 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-112 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 126 132 132 141 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)140 125 142 137 150 139
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)140 145 142 144 140 142
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-113 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 115 119 118 120 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 127 128 133 131 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 159 158 155 155 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 16 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-114 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 120 117 114 127 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 138 136 127 124 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 157 159 159 157 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-115 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 129 118 121 116 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 118 131 119 129 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 153 153 159 156 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 17 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-116 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 131 119 118 117 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 124 129 130 128 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 154 136 155 156 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-118 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)133 131 132 143 140 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 117 124 121 137 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 162 162 161 159 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 18 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4639
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-119 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 123 119 124 124 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)104 102 114 111 96 105
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 163 157 158 162 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of
this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 19 of 19
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4695
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-117 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 132 128 117 131 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 129 117 123 130 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)166 164 164 169 159 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-120 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 114 116 116 119 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)111 112 115 112 109 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 159 164 163 165 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4695
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-121 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)117 113 129 112 123 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 123 123 124 125 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 160 167 167 160 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-122 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 126 127 129 127 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)131 132 132 133 127 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 156 150 160 154 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4695
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-123 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)98 116 114 143 121 118
Peel Incursion (%)80 100 100 20 100
Peel Locus Of Failure Code AD-BRK AD AD AD-BRK AD
Peel NSF Failure Code FTB NON-FTB NON-FTB FTB NON-FTB
Side: B Peel B
Peel Strength (ppi)118 130 135 127 120 126
Peel Incursion (%)20 15 <5 <5 <5
Peel Locus Of Failure Code AD-BRK AD-BRK SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 156 148 156 158 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-124 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 120 121 125 125 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)97 110 120 99 95 104
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 159 156 169 156 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4695
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-125 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 115 117 127 118 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)142 130 139 135 136 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 165 159 167 165 163
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-126 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 122 114 132 132 124
Peel Incursion (%)90 80 <5 30 <5
Peel Locus Of Failure Code AD-BRK AD-BRK SE AD-BRK SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 127 124 122 124 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)136 140 141 137 145 140
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4695
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-127 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)133 151 136 142 145 141
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 130 133 128 135 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 161 158 164 159 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-128 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 127 125 137 132 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 126 129 126 130 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 159 154 154 154 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4733
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-98A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 114 110 118 132 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)113 118 117 121 117 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 158 157 157 156 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-98B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 117 121 134 118 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)106 120 111 127 115 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 158 156 163 162 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4733
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-129 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 142 127 131 137 134
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 122 125 125 130 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 156 152 154 150 154
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-130 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 115 113 117 113 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 123 124 130 122 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 159 161 154 156 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4733
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-131 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 124 127 124 128 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)124 126 124 127 129 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 153 148 151 150 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-132 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 117 110 112 114 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 139 124 131 131 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 164 169 165 170 166
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4733
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-133 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 119 117 115 117 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 120 120 123 120 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 168 159 168 165 165
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-134 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 137 130 138 139 136
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 124 117 124 121 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)145 150 148 148 151 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4733
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-135 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 111 112 109 115 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)98 124 130 123 125 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 162 167 163 162 163
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-136 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 111 113 113 114 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 114 118 117 122 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 156 160 159 160 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4733
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-137 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 131 134 135 136 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 125 126 130 131 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 150 151 157 157 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-139 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 117 143 121 127 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 125 128 128 132 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 161 160 158 161 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4733
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-140 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 113 111 113 113 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)134 133 130 127 131 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 164 158 159 164 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-143 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)138 138 136 134 137 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 131 130 125 131 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 156 151 153 150 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 8 of 8
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-138 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 118 119 116 117 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 128 127 130 127 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 155 156 159 158 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-141 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 116 114 114 111 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 128 125 126 126 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 157 158 161 156 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-142 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 125 120 122 118 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 117 116 113 115 116
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 155 154 158 158 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-144 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)128 116 112 119 110 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 121 119 129 117 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 156 157 160 160 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-145 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 117 120 116 122 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 115 126 115 127 121
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 155 159 159 159 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-146 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 114 120 121 118 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 122 128 122 121 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 157 160 161 160 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-147 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 118 114 123 117 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)132 129 128 127 133 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)166 163 163 166 161 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-148 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 120 116 115 120 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 119 118 116 148 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 162 160 157 157 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-149 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)116 113 114 113 114 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 126 128 124 127 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 162 157 156 160 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-150 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)141 136 138 137 137 138
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)143 124 138 147 135 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 146 148 149 146 147
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-151 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 124 125 142 123 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 126 137 115 136 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 158 155 158 157 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-152 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)113 112 112 111 111 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 122 124 123 124 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 156 160 163 160 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-153 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 114 110 114 110 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)116 116 114 113 112 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 158 155 153 157 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-154 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 114 113 113 114 114
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 131 136 124 131 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 157 161 160 158 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 8 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-155 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)122 123 115 125 114 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)138 126 130 124 123 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 156 155 159 159 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-156 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)112 113 111 116 114 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 120 134 131 132 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 156 157 161 159 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 9 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-158 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 111 113 115 113 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 130 127 126 121 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 156 155 159 157 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-159 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 124 126 125 119 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 119 130 119 124 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 157 157 163 162 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 10 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-160 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 123 124 126 124 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 142 142 141 142 140
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 162 158 158 163 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-161 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)115 117 115 115 113 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)135 134 131 142 134 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)164 163 164 161 154 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 11 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-162 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 125 120 121 118 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 126 123 127 121 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 161 162 158 157 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-163 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)123 120 130 118 124 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 120 134 122 134 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 154 157 155 157 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 12 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-164 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)126 119 122 120 128 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)131 127 128 126 130 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 165 164 163 167 164
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-165 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)110 120 123 119 125 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)126 122 120 125 127 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 161 158 160 159 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 13 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-166 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 114 115 114 121 115
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)130 129 130 132 129 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 160 156 162 158 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-167 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)132 135 137 131 132 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)138 138 140 140 137 139
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)142 141 145 147 144 144
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 14 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-168 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 127 141 116 142 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)115 130 120 132 125 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 156 161 161 159 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-169 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)119 118 115 115 116 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 126 126 127 126 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 157 158 164 161 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 15 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-170 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 124 121 132 121 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 126 121 122 121 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 155 159 161 154 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-171 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 123 126 133 127 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)138 137 133 134 133 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 158 157 162 159 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 16 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-172 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 126 122 125 124 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 128 119 125 124 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 157 156 161 160 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-173 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 123 121 126 116 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 128 130 128 130 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 150 164 158 158 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 17 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-174 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 132 140 131 129 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 129 130 126 133 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 150 151 153 156 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-175 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)118 121 117 118 121 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 131 132 135 131 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)163 144 166 161 160 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 18 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-177 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 137 130 127 128 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 154 152 151 142 145
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 165 161 166 162 163
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-178 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 124 126 126 136 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)135 132 142 139 139 138
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 167 167 166 168 165
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 19 of 20
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9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4787
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-176 | Weld: Single Extrusion
Side: Peel Peel
Peel Strength (ppi)128 145 145 139 142 140
Peel Incursion (%)<5% <5% <5% <5% <5%
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)150 159 146 148 148 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 20 of 20
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4833
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-123A1 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 124 124 112 109 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)111 114 113 113 111 112
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 159 159 154 155 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-157 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)139 121 118 141 147 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 126 118 121 123 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 163 158 164 159 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 11
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4833
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-179 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 131 128 137 136 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)129 129 127 131 125 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 157 160 159 155 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-180 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)132 136 129 132 132 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 129 121 132 126 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 158 162 162 158 160
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 11
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4833
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-181 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)111 112 111 118 115 113
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 117 124 120 120 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 160 163 160 163 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-182 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 127 127 132 129 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 122 122 124 120 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)165 162 161 164 159 162
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 11
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4833
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-183 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 132 129 127 126 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)119 124 122 126 122 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 155 151 154 152 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-184 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 125 123 136 129 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)135 136 123 137 124 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 158 161 157 160 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 11
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4833
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-185 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)147 143 143 144 147 145
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 120 117 120 116 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)156 160 155 154 160 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-186 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 125 115 115 115 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)120 128 122 124 124 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 149 149 149 150 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 11
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4833
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-187 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 134 118 126 127 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)137 132 136 129 129 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 152 148 153 152 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-188 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)137 134 129 133 129 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 119 116 121 121 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 158 155 154 157 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 7 of 11
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4833
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-189 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 126 125 123 123 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 126 128 129 136 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)162 159 159 161 163 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-190 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 127 139 129 128 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 145 139 136 140 139
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)165 165 161 165 161 163
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 8 of 11
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4833
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-191 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)132 128 127 126 133 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)127 134 130 134 133 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)160 160 163 159 163 161
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-192 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)131 130 127 132 129 130
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)135 136 134 138 134 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)159 161 157 158 161 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 9 of 11
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4833
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-193 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)121 138 136 120 124 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)136 136 132 135 134 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)157 161 156 156 158 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID: DS-194 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)133 128 128 128 130 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 129 132 134 132 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)161 159 155 156 160 158
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 10 of 11
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill Cell 4B - Primary
Material: 60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 4833
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-195 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)130 127 124 124 123 126
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)147 143 143 145 143 144
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 159 156 158 159 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of
this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 11 of 11
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4862
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-126A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 118 121 128 121 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)131 136 128 133 133 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)140 141 140 140 144 141
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-126B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)120 129 127 134 116 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)121 125 121 135 125 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)142 139 142 140 142 141
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4862
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-196 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)135 130 123 120 134 128
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)118 103 118 106 127 114
Peel Incursion (%)100 <5 100 100 <5
Peel Locus Of Failure Code AD SE AD AD SE
Peel NSF Failure Code NON-FTB FTB NON-FTB NON-FTB FTB
Shear Shear
Shear Strength (ppi)142 145 138 142 146 143
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-197 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)129 132 132 124 120 127
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)114 119 112 122 116 117
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)158 159 160 162 158 159
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4862
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-198 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)114 143 119 119 126 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)125 120 120 124 125 123
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)155 154 153 158 156 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-199 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)125 125 124 116 119 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)122 123 120 124 119 122
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 154 158 158 158 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4862
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-200 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)139 142 138 147 131 139
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)131 122 133 121 120 125
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 147 146 150 148 147
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-201 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)124 129 137 126 139 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)123 118 119 122 117 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)151 151 152 156 155 153
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 5 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4862
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-202 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)137 134 134 133 135 135
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 120 117 120 118 118
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)145 152 152 154 148 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of
this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 6 of 6
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4886
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-204 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)127 131 127 130 129 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 134 128 135 129 131
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 153 158 158 154 155
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of
this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4907
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-203A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)140 142 141 142 144 142
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 140 134 139 137 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)152 149 153 154 150 152
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-203B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)140 138 141 147 146 142
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)128 132 130 125 132 129
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)149 153 147 149 148 149
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4907
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-205 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 117 123 121 123 124
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)112 124 118 119 128 120
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)153 161 158 154 154 156
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-206 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)146 142 121 144 135 138
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)149 132 112 144 127 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 158 159 158 156 157
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 3 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4907
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-207 | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)137 144 147 142 143 143
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)117 116 135 115 113 119
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)154 149 150 152 150 151
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI
neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of
this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 4 of 4
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client:Geosyntec Consultants
Project:Denison White Mesa Mill Cell 4B - Primary
Material:60mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#:4916
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID:DS-196A | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)136 136 129 126 133 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)138 131 132 132 131 133
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)148 147 148 155 152 150
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
Sample ID:DS-196B | Weld: Heat Fusion
Side: A Peel A
Peel Strength (ppi)134 138 141 135 135 137
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B Peel B
Peel Strength (ppi)133 131 136 128 133 132
Peel Incursion (%)<5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi)146 146 146 151 152 148
Shear Elongation @ Break (%)>50 >50 >50 >50 >50
The testing is based upon accepted industry practices as well as the test method listed. Test results reported herein do not apply to samples other than
those tested. TRI neither accepts responsibility for nor makes claims as to the final use and purpose of the material. TRI observes and maintains client
confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
TRI/Environmental, Inc.
A Texas Research International Company
Page: 2 of 2
http://www.geosyntheticstesting.com
9063 Bee Caves Road / Austin, Tx. 78733 / 512.263.2101 / fax: [phone]

Appendix F-9
Repair Summary Logs
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
6/24/2010 1-0001 1 26 E 1 S 3 2 75 LI CL 6/30/2010 PS VT CLPE
6/24/2010 1-0002 01-02 20 E 4 3 75 LI CL 6/30/2010 PS VT CL1-001 PE
6/24/2010 1-0003 2 19 E 2 N 3 2 75 LI CL 6/30/2010 PS VT CLPE
6/30/2010 1-0004 1 18 E 5 S 3 3 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0005 1-2 16 E 3 3 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0006 Capped R-38 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0007 Capped R-35 75 MA CL 6/30/2010 PS VT CL1-006 PE
6/30/2010 1-0008 Capped R-34 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0009 Capped R-36 75 MA CL 6/30/2010 PS VT CL1-005 PE
6/30/2010 1-0010 Capped R-37 75 MA CL 6/30/2010 PS VT CL1-004 PE
6/30/2010 1-0011 8-9 9 E 3 2 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0012 7-8 8 E 2 2 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0013 8-9 28 E 2 2 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0014 8-9 21 E 2 2 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0015 7-8 18 E 5 2 75 MA CL 6/30/2010 PS VT CL1-003 PE
Monday, November 29, 2010 Page 1 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
6/30/2010 1-0016 1 5 W 12 S 5 2 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0017 1-2 3 W 2 2 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0018 2 5 W 6 S 5 2 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0019 3 5 W 14 S 5 2 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0020 3-4 11 W 4 2 75 MA CL 6/30/2010 PS VT CL1-002 PE
6/30/2010 1-0021 4-5 3 W 4 2 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0022 5-6 12 W 4 2 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0023 7-8 21 W 42 2 75 MA CL 6/30/2010 PS VT CLPE
7/1/2010 1-0024 3 14 W 12 S 22 2 75 MA CL 7/1/2010 PS VT CLPE
6/30/2010 1-0025 8-9 3 W 2 2 75 MA CL 6/30/2010 PS VT CLPE
6/30/2010 1-0026 12-13 3 W 4 3 75 MA CL 7/1/2010 PS VT CLPE
7/1/2010 1-0027 13-14 3 W 4 2 75 MA CL 7/6/2010 PS VT CLPE
7/1/2010 1-0028 14-15 3 W 3 2 75 MA CL 7/1/2010 PS VT CLPE
7/1/2010 1-0029 15-16 3 W 5 4 75 MA CL 7/6/2010 PS VT CLPE
7/1/2010 1-0030 17-18 6 W 3 2 75 MA CL 7/6/2010 PS VT CLPE
Monday, November 29, 2010 Page 2 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/1/2010 1-0031 19-20 4 W 2 2 75 MA CL 7/6/2010 PS VT CLPE
7/1/2010 1-0032 20-21 3 W 4 3 75 MA CL 7/6/2010 PS VT CLPE
7/1/2010 1-0033 21-22 3 W 4 3 75 MA CL 7/6/2010 PS VT CLPE
7/6/2010 1-0034 17-18 10 E 6 4 75 MA CL 7/6/2010 PS VT CLPE
7/6/2010 1-0035 18-19 20 E 6 4 75 MA CL 7/6/2010 PS VT CLPE
7/6/2010 1-0036 13-14 5 E 7 7 75 MA CL 7/6/2010 PS VT CL1-007 PE
7/6/2010 1-0037 11-12 15 E 4 4 75 MA CL 7/6/2010 PS VT CL1-007A PE
7/6/2010 1-0038 19-20 5 E 13 5 75 MA CL 7/6/2010 PS VT CLPE
7/7/2010 1-0039 22-23 7 E 5 3 75 MA CL 7/7/2010 PS VT CL1-008 PE
7/7/2010 1-0040 25-30 11 E 4 3 75 MA CL 7/7/2010 PS VT CLPE
7/7/2010 1-0041 25-30-31 3 2 75 MA CL 7/7/2010 PS VT CLPE
7/7/2010 1-0042 25-26-31 2 2 75 MA CL 7/8/2010 PS VT CLPE
7/7/2010 1-0043 26-31-32 2 2 75 MA CL 7/8/2010 PS VT CLPE
7/8/2010 1-0044 29-34 0 E 4 2 75 MA CL 7/8/2010 PS VT CLPE
7/8/2010 1-0045 29-33-34 4 3 75 MA CL 7/8/2010 PS VT CLPE
Monday, November 29, 2010 Page 3 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/8/2010 1-0046 28-29-33 2 2 75 MA CL 7/8/2010 PS VT CLPE
7/8/2010 1-0047 27-28-32-33 6 2 75 MA CL 7/8/2010 PS VT CLPE
7/8/2010 1-0048 26-27-32 8 3 75 MA CL 7/8/2010 PS VT CL1-009 PE
7/8/2010 1-0049 35-36 20 N 5 2 75 MA CL 7/8/2010 PS VT CL1-010 PE
7/8/2010 1-0050 36-37 20 N 5 2 75 MA CL 7/8/2010 PS VT CL1-011 PE
7/9/2010 1-0051 30-35 5 2 75 MA VH 7/9/2010 PS VT VHPE
7/9/2010 1-0052 36-37 5 2 75 MA VH 7/9/2010 PS VT VHPE
7/9/2010 1-0053 37-38 5 2 75 MA VH 7/9/2010 PS VT VHPE
7/10/2010 1-0054 23-24-39 2 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0055 22-23-39-R39 5 3 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0056 21-22-39 2 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0057 20-21-39 2 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0058 19-20-39-R38 5 3 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0059 18-19-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0060 17-18-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
Monday, November 29, 2010 Page 4 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/10/2010 1-0061 16-17-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0062 16-39 10 S 5 2 75 MA CL 7/12/2010 PS VT CL1-012 PE
7/10/2010 1-0063 15-16-39 2 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0064 14-15-39 2 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0065 13-14-39-R36 4 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0066 12-13-39 2 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0067 11-12-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0068 10-11-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0069 9-10-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0070 8-9-39 2 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0071 7-8-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0072 6-7-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0073 5-6-39 2 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0074 4-5-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0075 3-4-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
Monday, November 29, 2010 Page 5 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/10/2010 1-0076 2-3-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
7/10/2010 1-0077 1-2-39 3 2 75 MA CL 7/12/2010 PS VT CLPE
7/12/2010 1-0078 10 6 N 5 E 3 2 75 MA CL 7/12/2010 PS VT CLPE
7/12/2010 1-0079 39 204 N 8 W 2 2 75 MA CL 7/12/2010 PS VT CLPE
7/13/2010 1-0080 41-42 320 S 3 3 75 MA CL 7/14/2010 PS VT CLPE
7/13/2010 1-0081 41-42 48 S 3 3 75 MA CL 7/14/2010 PS VT CLPE
7/13/2010 1-0082 41-42 35 S 4 3 75 MA CL 7/14/2010 PS VT CLPE
7/13/2010 1-0083 41-42 17 S 13 3 75 MA CL 7/15/2010 JS VT CL1-015 PE
7/13/2010 1-0084 37-41-42 3 2 75 MA CL 7/14/2010 PS VT CLPE
7/13/2010 1-0085 36-37-41 2 2 75 MA CL 7/14/2010 PS VT CLPE
7/13/2010 1-0086 36-40-41 3 3 75 MA CL 7/14/2010 PS VT CLPE
7/13/2010 1-0087 35-36-40 8 3 75 MA CL 7/14/2010 PS VT CLPE
7/13/2010 1-0088 32-33 0 S 2 2 75 MA CL 7/13/2010 PS VT CLPE
7/13/2010 1-0089 33-34 0 S 2 2 75 MA CL 7/13/2010 PS VT CLPE
7/13/2010 1-0090 26-27 0 W 2 2 75 MA CL 7/13/2010 PS VT CLPE
Monday, November 29, 2010 Page 6 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/13/2010 1-0091 24-25 0 W 2 2 75 MA CL 7/13/2010 PS VT CLPE
7/13/2010 1-0092 35-39-40 3 2 75 MA CL 7/14/2010 JS VT CLPE
7/13/2010 1-0093 30-35-39 3 2 75 MA CL 7/14/2010 JS VT CLPE
7/13/2010 1-0094 39 7 S 7 W 5 3 75 MA CL 7/14/2010 JS VT CLPE
7/13/2010 1-0095 40 10 S 9 W 4 2 75 MA CL 7/14/2010 JS VT CLPE
7/13/2010 1-0096 41 11 S 10 W 5 3 75 MA CL 7/14/2010 JS VT CLPE
7/13/2010 1-0097 42 8 S 11 W 5 3 75 MA CL 7/13/2010 JS VT CLPE
7/13/2010 1-0098 40-41 50 S 5 2 75 MA CL 7/14/2010 JS VT CL1-014 PE
7/13/2010 1-0099 39-40 50 N 5 2 75 MA CL 7/14/2010 JS VT CL1-013 PE
7/13/2010 1-0100 19 11 N 0 W 3 2 75 MA CL 7/13/2010 PS VT CLPE
7/15/2010 1-0101 43-44 60' N 5 3 75 MA VH 7/15/2010 AO VT VH1-017 PE
7/15/2010 1-0102 44 74 N 10 W 13 8 75 MA VH 7/15/2010 AO VT VHPE
7/15/2010 1-0103 44 68 N 20 W 2 2 75 MA VH 7/15/2010 JS VT CLPE
7/15/2010 1-0104 44 86 N 10 W 3 2 75 MA VH 7/15/2010 TC VT VHPE
7/15/2010 1-0105 44 91 N 17 W 7 4 75 MA VH 7/15/2010 TC VT VHPE
Monday, November 29, 2010 Page 7 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/15/2010 1-0106 44 94 N 10 W 4 3 75 MA VH 7/15/2010 TC VT VHPE
7/15/2010 1-0107 44 102 N 12 W 8 7 75 MA VH 7/15/2010 JS VT VHPE
7/15/2010 1-0108 44 117 N 14 W 5 3 75 MA VH 7/15/2010 JS VT VHPE
7/15/2010 1-0109 45-46 300 S 6 3 75 MA VH 7/15/2010 JS VT VH1-019 PE
7/15/2010 1-0110 46-47 70 N 6 3 75 MA VH 7/15/2010 JS VT VH1-020 PE
7/15/2010 1-0111 47-48 320 S 6 3 75 MA VH 7/15/2010 TC VT VH1-021 PE
7/15/2010 1-0112 43 94 N 15 W 2 2 75 MA VH 7/15/2010 JS VT VHPE
7/15/2010 1-0113 44-45 107 S 13 4 75 MA CL 7/15/2010 JS VT CLPE
7/15/2010 1-0114 44-45 75 S 5 3 75 MA CL 7/15/2010 JS VT CL1-018 PE
7/15/2010 1-0115 44-45 48 S 17 3 75 MA CL 7/15/2010 JS VT CLPE
7/15/2010 1-0116 42-43 53 S 11 5 75 MA CL 7/15/2010 JS VT CL1-016 PE
7/15/2010 1-0117 44 17 N 17 W 2 2 75 MA CL 7/15/2010 AO VT VHPE
7/15/2010 1-0118 36-40 2 W 4 2 75 MA CL 7/15/2010 JS VT CLPE
7/15/2010 1-0119 24-25-26-30-31 19 9 75 MA CL 7/15/2010 JS VT CLPE
7/17/2010 1-0120 47-48-53-54 3 3 75 MA VH 7/17/2010 TC VT VHPE
Monday, November 29, 2010 Page 8 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/17/2010 1-0121 46-47-52-53 4 3 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0122 45-46-51-52 3 2 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0123 44-45-50-51 3 2 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0124 43-44-49-50 3 2 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0125 43 2 S 13 E 3 3 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0126 42-43-49 11 5 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0127 42-49 26 S 6 3 75 MA VH 7/17/2010 TC VT VH1-022 PE
7/17/2010 1-0128 49-50 37 S 6 4 75 MA VH 7/17/2010 TC VT VH1-023 PE
7/17/2010 1-0129 37-38-42 2 2 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0130 38-42-49 5 3 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0131 38-49-55 2 2 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0132 49-50-55 2 2 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0133 50-55-56 2 2 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0134 50-51-56 2 2 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0135 51-56-57 2 2 75 MA VH 7/17/2010 TC VT VHPE
Monday, November 29, 2010 Page 9 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/17/2010 1-0136 51-52-57 3 3 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0137 52-57-58 3 2 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0138 52-53-58 2 2 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0139 53-58-59 3 3 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0140 53-54-59 2 2 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0141 38-55 3 S 6 3 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0142 55-56 2 S 3 3 75 MA VH 7/17/2010 TC VT VHPE
7/17/2010 1-0143 60-61 3 S 6 3 75 MA VH 7/17/2010 TC VT VHPE
7/21/2010 1-0144 43-44 53 N 11 3 75 MA CL 7/21/2010 TC VT CL1-017A PE
7/21/2010 1-0145 43-44 68 N 10 3 75 MA CL 7/21/2010 TC VT CL1-017B PE
7/21/2010 1-0146 64-65 200 S 7 4 75 MA CL 7/21/2010 JS VT CL1-026 PE
7/21/2010 1-0147 48-54-64 3 2 75 MA CL 7/21/2010 JS VT CLPE
7/21/2010 1-0148 54-64 45 S 5 3 75 MA CL 7/21/2010 JS VT CL1-025 PE
7/21/2010 1-0149 64 7 S 11 W 5 4 75 MA CL 7/22/2010 JS VT CLPE
7/21/2010 1-0150 53-58 8 W 6 4 75 MA CL 7/22/2010 JS VT CL1-024 PE
Monday, November 29, 2010 Page 10 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/21/2010 1-0151 65 13 S 11 W 5 3 75 MA CL 7/22/2010 JS VT CLPE
7/22/2010 1-0152 54-60-64 3 2 75 MA CL 7/22/2010 JS VT CLPE
7/22/2010 1-0153 54-59-60 4 3 75 MA CL 7/22/2010 JS VT CLPE
7/22/2010 1-0154 61-64-65 2 2 75 MA CL 7/22/2010 JS VT CLPE
7/22/2010 1-0155 61-62-65 2 2 75 MA CL 7/22/2010 JS VT CLPE
7/22/2010 1-0156 62-65-66 2 2 75 MA CL 7/22/2010 JS VT CLPE
7/22/2010 1-0157 62-63-66 2 2 75 MA CL 7/22/2010 JS VT CLPE
7/22/2010 1-0158 66-67 50 S 5 2 75 MA CL 7/22/2010 JS VT CL1-028 PE
7/22/2010 1-0159 61-60-64 3 2 75 MA CL 7/22/2010 JS VT CLPE
7/22/2010 1-0160 65-66 300 S 5 2 75 MA CL 7/22/2010 JS VT CL1-027 PE
7/22/2010 1-0161 43-44 24 N 44 3 75 MA CL 7/22/2010 JS VT CLPE
7/22/2010 1-0162 44-R161 4 S 6 3 75 MA CL 7/22/2010 JS VT CL1-029 PE
7/23/2010 1-0163 66 15 S 13 W 4 3 75 MA VH 7/23/2010 LI VT VHPE
7/23/2010 1-0164 44-45 20 S 38 4 75 MA CL 7/23/2010 MA VT CLPE
7/23/2010 1-0165 44-45 60 S 18 4 75 MA CL 7/23/2010 MA VT CLPE
Monday, November 29, 2010 Page 11 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/23/2010 1-0166 71-72 7 N 5 4 75 MA CL 7/23/2010 MA VT CL1-031 PE
7/23/2010 1-0167 63-68 3 S 6 3 75 MA CL 7/23/2010 MA VT CLPE
7/26/2010 1-0168 69-70 5 S 6 4 75 MA CL 7/26/2010 LI VT CLPE
7/26/2010 1-0169 63-68 13 3 75 MA CL 7/26/2010 LI VT CL1-030 PE
7/26/2010 1-0170 72-73 5 S 6 5 75 MA CL 7/26/2010 LI VT CLPE
7/28/2010 1-0171 67-78 160 S 5 4 75 MA VH 7/29/2010 LI VT CL1-034 PE
7/28/2010 1-0172 80-81 340 S 5 3 75 MA VH 7/29/2010 LI VT CL1-037 PE
7/28/2010 1-0173 79-80 400 S 5 3 75 MA VH 7/29/2010 LI VT CL1-036 PE
7/28/2010 1-0174 78-79 450 S 6 4 75 MA VH 7/29/2010 LI VT CL1-035 PE
7/28/2010 1-0175 67 13 S 12 W 4 4 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0176 63-66-67 8 4 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0177 63-67-68 4 3 75 MA CL 7/28/2010 LI VT CLPE
7/28/2010 1-0178 67-68-78 3 3 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0179 68-78 10 W 12 6 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0180 68-69-78 3 3 75 MA CL 7/29/2010 LI VT CLPE
Monday, November 29, 2010 Page 12 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/28/2010 1-0181 69-78-79 3 2 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0182 79 6 S 10 W 10 4 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0183 69-70-79 3 3 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0184 70-79-80 3 3 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0185 80 5 S 11 W 10 3 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0186 70-71-80 3 3 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0187 71-80-81 4 3 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0188 82 6 S 12 W 7 3 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0189 82 12 S 13 W 3 2 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0190 82 18 S 13 W 3 2 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0191 82 25 S 13 W 3 2 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0192 82 31 S 13 W 3 2 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0193 82 37 S 13 W 3 2 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0194 82 43 S 13 W 3 2 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0195 82 49 S 13 W 3 2 75 MA CL 7/29/2010 LI VT CLPE
Monday, November 29, 2010 Page 13 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/28/2010 1-0196 82 55 S 13 W 3 2 75 MA CL 7/28/2010 LI VT CLPE
7/28/2010 1-0197 82 61 S 13 W 3 2 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0198 82 67 S 14 W 3 2 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0199 81-82 250 S 5 3 75 MA CL 7/29/2010 LI VT CL1-038 PE
7/28/2010 1-0200 82-83 300 S 6 4 75 MA CL 7/29/2010 LI VT CL1-039 PE
7/28/2010 1-0201 83 12 S 10 W 6 3 75 MA CL 7/29/2010 LI VT CLPE
7/28/2010 1-0202 74-75 12 N 6 3 75 MA CL 7/29/2010 LI VT CL1-032 PE
7/31/2010 1-0203 76-77 14 N 5 3 75 MA VH 8/6/2010 JO VT CL1-033 PE
7/31/2010 1-0204 83-84 105 S 5 3 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0205 85-86 150 S 6 3 75 MA VH 8/6/2010 JO VT CL1-042 PE
7/31/2010 1-0206 84-85 200 S 4 2 75 MA VH 8/9/2010 JO VT CL1-041 PE
7/31/2010 1-0207 87-88 200 S 7 4 75 MA VH 8/6/2010 JO VT CL1-044 PE
7/31/2010 1-0208 83-84 325 S 6 3 75 MA VH 8/6/2010 JO VT CL1-040 PE
7/31/2010 1-0209 86-87 400 S 6 3 75 MA VH 8/6/2010 JO VT CL1-043 PE
7/31/2010 1-0210 71-72-81 5 3 75 MA VH 8/6/2010 JO VT CLPE
Monday, November 29, 2010 Page 14 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
7/31/2010 1-0211 72-81-82 3 3 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0212 72-73-82 5 2 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0213 73-82-83 3 3 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0214 73-74-83 3 3 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0215 74-83-84 4 3 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0216 74-75-84 3 3 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0217 75-84-85 3 3 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0218 75-76-85 3 3 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0219 76-85-86 3 3 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0220 76-77-86 3 2 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0221 77-86-87 2 2 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0222 77-87-89 2 2 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0223 87-88-89 3 3 75 MA VH 8/6/2010 JO VT CLPE
7/31/2010 1-0224 77-89 3 S 6 3 75 MA VH 8/6/2010 JO VT CLPE
8/9/2010 1-0225 67 26 S 4 W 20 3 75 MS VH 8/9/2010 JO VT VHPE
Monday, November 29, 2010 Page 15 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
8/9/2010 1-0226 67 30 S 8 E 10 4 75 MS VH 8/9/2010 JO VT VHPE
8/18/2010 1-0227 88-96 130 S 6 3 75 MA CL 8/18/2010 JS VT CL1-045 PE
8/18/2010 1-0228 88-96 157 S 7 3 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0229 96-97 200 S 5 3 75 MA CL 8/18/2010 JS VT CL1-046 PE
8/18/2010 1-0230 97-98 350 S 6 3 75 MA CL 8/18/2010 JS VT CL1-047 PE
8/18/2010 1-0231 98-99 250 S 6 3 75 MA CL 8/18/2010 JS VT CL1-048 PE
8/18/2010 1-0232 99-100 300 S 6 3 75 MA CL 8/18/2010 JS VT CL1-049 PE
8/18/2010 1-0233 100-101 75 S 6 3 75 MA CL 8/18/2010 JS VT CL1-050 PE
8/18/2010 1-0234 101-102 350 S 6 3 75 MA CL 8/18/2010 JS VT CL1-051 PE
8/18/2010 1-0235 101-102 202 S 3 3 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0236 101-102 100 S 6 3 75 MA CL 8/18/2010 JS VT CL1-052 PE
8/18/2010 1-0237 88-89-90 10 4 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0238 88-90-96 2 2 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0239 90-91-96 2 2 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0240 91-96-97 2 2 75 MA CL 8/18/2010 JS VT CLPE
Monday, November 29, 2010 Page 16 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
8/18/2010 1-0241 91-92-97 2 2 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0242 92-97-98 2 2 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0243 92-93-98 2 2 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0244 93-98-99 2 2 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0245 93-94-99 2 2 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0246 94-99-100 2 2 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0247 94-95-100 2 2 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0248 93 4 W 1 N 3 2 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0249 92-93 4 S 6 3 75 MA CL 8/20/2010 JS VT CLPE
8/20/2010 1-0250 94 5 S 4 E 2 2 84 LI CL 8/21/2010 JS VT CLPE
8/18/2010 1-0251 102 34 S 10 W 7 3 75 MA CL 8/18/2010 JS VT CLPE
8/18/2010 1-0252 102 34 S 14 W 13 3 75 MA CL 8/18/2010 JS VT CLPE
8/20/2010 1-0253 102-111 225 S 6 3 75 MA CL 8/21/2010 JS VT CL1-055 PE
8/20/2010 1-0254 111-112 150 S 4 3 75 MA CL 8/21/2010 JS VT CL1-056 PE
8/20/2010 1-0255 112-113 375 S 5 3 75 MA CL 8/21/2010 JS VT CL1-057 PE
Monday, November 29, 2010 Page 17 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
8/20/2010 1-0256 113-114 175 S 6 3 75 MA CL 8/21/2010 JS VT CL1-058 PE
8/20/2010 1-0257 114-115 350 S 5 3 75 MA CL 8/21/2010 JS VT CL1-059 PE
8/20/2010 1-0258 115-117 80 S 5 3 75 MA CL 8/21/2010 JS VT CL1-060 PE
8/20/2010 1-0259 115-118-119 3 2 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0260 115-117-118 3 3 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0261 115-116-117 3 3 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0262 95-100-101 6 3 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0263 95-101-103 2 2 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0264 101-102-103 3 3 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0265 102-103-104 3 3 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0266 102-104-111 4 4 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0267 104-105-111 3 2 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0268 105-111-112 3 2 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0269 105-106-112 3 3 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0270 106-112-113 3 3 75 MA CL 8/21/2010 JS VT CLPE
Monday, November 29, 2010 Page 18 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
8/20/2010 1-0271 106-107-113 2 2 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0272 107-113-114 3 3 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0273 107-108-114 3 3 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0274 108-114-115 3 3 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0275 108-109-115 3 3 75 MA CL 8/21/2010 JS VT CLPE
8/20/2010 1-0276 103-104 15 N 5 2 75 MA CL 8/21/2010 JS VT CL1-053 PE
8/20/2010 1-0277 109-110 15 N 5 3 75 MA CL 8/21/2010 JS VT CL1-054 PE
8/20/2010 1-0278 103-104 8 S 2 2 84 LI CL 8/21/2010 JS VT CLPE
8/20/2010 1-0279 95-103 3 S 5 3 84 LI CL 8/20/2010 JS VT CLPE
8/21/2010 1-0280 88-96 117 S 11 3 84 LI CL 8/21/2010 JS VT CL1-045B PE
8/21/2010 1-0281 88-96 142 S 18 3 84 LI CL 8/21/2010 JS VT CLPE
8/21/2010 1-0282 88-96 162 S 10 3 84 LI CL 8/21/2010 JS VT CL1-045A PE
8/23/2010 1-0283 R282-96 4 S 5 3 75 MA CL 8/25/2010 AO VT CL1-061 PE
8/23/2010 1-0284 129-132 20 S 5 2 84 LI CL 8/23/2010 AO VT CL1-062 PE
8/23/2010 1-0285 117-127 40 S 5 2 84 LI CL 8/23/2010 AO VT CL1-063 PE
Monday, November 29, 2010 Page 19 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
8/23/2010 1-0286 120-121 15 N 6 3 84 LI CL 8/23/2010 AO VT CL1-064 PE
8/23/2010 1-0287 132-133 150 S 5 3 84 LI CL 8/23/2010 AO VT CL1-065 PE
8/23/2010 1-0288 133-134 200 S 5 3 84 LI CL 8/23/2010 AO VT CL1-066 PE
8/23/2010 1-0289 134-135 320 S 5 3 84 LI CL 8/23/2010 AO VT CL1-067 PE
8/23/2010 1-0290 135-136 142 S 6 3 84 LI CL 8/23/2010 AO VT CL1-068 PE
8/23/2010 1-0291 119-130-131 2 2 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0292 118-119-130 3 3 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0293 130-131-132 3 3 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0294 129-130-132 3 3 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0295 128-129-132 3 3 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0296 118-128-129 3 3 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0297 118-129-130 3 3 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0298 117-118-128 2 3 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0299 117-127-128 2 2 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0300 127-128-132 2 2 84 LI CL 8/23/2010 AO VT CLPE
Monday, November 29, 2010 Page 20 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
8/23/2010 1-0301 116-117-127 3 2 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0302 109-110-115-116 13 5 75 MA CL 8/23/2010 AO VT CLPE
8/23/2010 1-0303 110-116-127 3 2 75 MA CL 8/23/2010 AO VT CLPE
8/23/2010 1-0304 110-120-127 13 6 75 MA CL 8/23/2010 AO VT CLPE
8/23/2010 1-0305 120-127-132 3 2 75 MA CL 8/23/2010 AO VT CLPE
8/23/2010 1-0306 120 5 N 13 W 2 2 75 MA CL 8/23/2010 AO VT CLPE
8/23/2010 1-0307 120-121-132 3 3 75 MA CL 8/23/2010 AO VT CLPE
8/23/2010 1-0308 110-120 6 S 6 3 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0309 110-120 16 S 2 2 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0310 120-121 50 S 2 2 84 LI CL 8/23/2010 AO VT CLPE
8/23/2010 1-0311 121-132-133 3 2 75 MA CL 8/23/2010 AO VT CLPE
8/23/2010 1-0312 121-122-133 3 2 75 MA CL 8/23/2010 AO VT CLPE
8/23/2010 1-0313 122-133-134 3 2 75 MA CL 8/23/2010 AO VT CLPE
8/23/2010 1-0314 122-123-134 3 3 75 MA CL 8/23/2010 AO VT CLPE
8/23/2010 1-0315 123-124-134-135 10 3 75 MA CL 8/23/2010 AO VT CLPE
Monday, November 29, 2010 Page 21 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
8/23/2010 1-0316 124-125-135-136 10 3 75 MA CL 8/23/2010 AO VT CLPE
8/25/2010 1-0317 83 314 S 4 E 2 2 84 LI CL 8/25/2010 AO VT CLPE
8/25/2010 1-0318 117 2 S 4 W 2 2 84 LI CL 8/25/2010 AO VT CLPE
8/25/2010 1-0319 136-144 165 S 5 3 84 LI CL 8/26/2010 AO VT CL1-069 PE
8/25/2010 1-0320 144-145 300 S 5 3 84 LI CL 8/26/2010 AO VT CL1-071 PE
8/25/2010 1-0321 145-146-147 2 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0322 146-147-149 3 3 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0323 146-148-149 3 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0324 149-152 50 S 5 3 84 LI CL 8/26/2010 AO VT CL1-072 PE
8/25/2010 1-0325 149-151-152 2 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0326 149-151 15 S 5 3 84 LI CL 8/26/2010 AO VT CL1-074 PE
8/25/2010 1-0327 148-149-151 3 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0328 148-150-151 3 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0329 150-151-153 3 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0330 151-153-154 3 3 75 MA CL 8/26/2010 AO VT CLPE
Monday, November 29, 2010 Page 22 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
8/25/2010 1-0331 151-154 20 S 6 3 75 MA CL 8/26/2010 AO VT CL1-073 PE
8/25/2010 1-0332 151-154-155 3 3 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0333 151-152-155 2 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0334 152-155-156 3 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0335 156-159-160 3 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0336 159-160 8 W 3 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0337 160-161 10 S 5 3 84 LI CL 8/26/2010 AO VT CL1-075 PE
8/25/2010 1-0338 159-160-161 3 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0339 155-156-159 3 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0340 154-155-159 3 3 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0341 154-158-159 3 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0342 158-159-161 3 2 84 LI CL 8/26/2010 AO VT CLPE
8/25/2010 1-0343 153-154-157-158 5 3 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0344 157-158-161 3 3 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0345 125-136-144 3 2 75 MA CL 8/26/2010 AO VT CLPE
Monday, November 29, 2010 Page 23 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
8/25/2010 1-0346 125-126-144 2 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0347 126-144-145 2 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0348 126-137-145 3 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0349 126-137 15 N 5 3 75 MA CL 8/26/2010 AO VT CL1-070 PE
8/25/2010 1-0350 137-145-146 3 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0351 137-138-146 2 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0352 138-146-148 3 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0353 138-139-148 3 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0354 139-140-148-150 8 3 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0355 140-150 6 W 4 3 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0356 140-150-153 3 3 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0357 140-141-153 4 3 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0358 141-153-157 3 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0359 141-142-157 3 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0360 142-157-161 2 2 75 MA CL 8/26/2010 AO VT CLPE
Monday, November 29, 2010 Page 24 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
8/25/2010 1-0361 142-143-161 3 2 75 MA CL 8/26/2010 AO VT CLPE
8/25/2010 1-0362 126-137 6 S 8 3 75 MA CL 8/26/2010 AO VT CLPE
9/2/2010 1-0363 1-162 1 W 9 8 75 MA JO 9/2/2010 PS VT JOPE
9/2/2010 1-0364 1-162 10 W 15 6 75 MA JO 9/2/2010 PS VT JOPE
9/2/2010 1-0365 1-162 95 W 5 2 75 MA JO 9/2/2010 PS VT JO1-076 PE
9/2/2010 1-0366 163-164 110 W 5 2 75 MA JO 9/2/2010 PS VT JO1-077 PE
9/2/2010 1-0367 170-171 100 W 5 2 75 MA JO 9/2/2010 PS VT JO1-078 PE
9/2/2010 1-0368 171-172 95 W 5 2 75 MA JO 9/2/2010 PS VT JO1-079 PE
9/3/2010 1-0369 66-67-173-174 11 2 75 MA JO 9/3/2010 JS VT JOPE
9/4/2010 1-0370 65-66-174-175 3 3 75 MA JO 9/4/2010 JS VT JOPE
9/4/2010 1-0371 64-65-175-176 3 3 75 MA JO 9/4/2010 JS VT JOPE
9/4/2010 1-0372 48-64-176-177 3 3 75 MA JO 9/4/2010 JS VT JOPE
9/4/2010 1-0373 47-48-177-178 3 3 75 MA JO 9/4/2010 JS VT JOPE
9/4/2010 1-0374 46-47-178-179 3 3 75 MA JO 9/4/2010 JS VT JOPE
9/4/2010 1-0375 46-179 8 W 5 2 75 MA JO 9/4/2010 JS VT JO1-084 PE
Monday, November 29, 2010 Page 25 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/4/2010 1-0376 45-46-179-180 3 3 75 MA JO 9/4/2010 JS VT JOPE
9/4/2010 1-0377 44-45-180-181 3 3 75 MA JO 9/4/2010 JS VT JOPE
9/4/2010 1-0378 43-44-181-182 5 3 75 MA JO 9/4/2010 JS VT JOPE
9/4/2010 1-0379 42-43-182-183 5 3 75 MA JO 9/4/2010 JS VT JOPE
9/4/2010 1-0380 41-42-183-184 3 3 75 MA JO 9/4/2010 JS VT JOPE
9/4/2010 1-0381 183-184 105 S 5 2 75 MA JO 9/4/2010 JS VT JO1-083 PE
9/4/2010 1-0382 178-179 180 S 5 2 75 MA JO 9/4/2010 JS VT JO1-082 PE
9/4/2010 1-0383 177-178 110 S 5 2 75 MA JO 9/4/2010 JS VT JO1-081 PE
9/4/2010 1-0384 176-177 30 S 5 2 75 MA JO 9/4/2010 JS VT JO1-080 PE
9/2/2010 1-0385 165 4 E 10 S 3 2 75 MA JO 9/9/2010 TC VT JOPE
9/6/2010 1-0386 67-78-173-185 7 2 75 MA JO 9/9/2010 TC VT JOPE
9/6/2010 1-0387 78-79-185-186 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/6/2010 1-0388 79-80-186-187 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/6/2010 1-0389 80-81-187-189 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0390 81-82-189-190 3 3 75 MA JO 9/9/2010 TC VT JOPE
Monday, November 29, 2010 Page 26 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/7/2010 1-0391 82-83-190-192 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0392 83-84-192-193 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0393 84-85-193-195 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0394 85-86-195-196 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0395 86-87-196-197 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0396 87-88-197-199 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0397 88-96-199-200 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0398 96-97-200-201 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0399 97-98-201-202 4 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0400 98-99-202-203 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0401 99-100-203-205 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/7/2010 1-0402 100-101-205-206 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/7/2010 1-0403 101-102-206-208 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/7/2010 1-0404 186-187-188 3 3 75 MA JO 9/9/2010 TC VT JOPE
9/7/2010 1-0405 187-188-189 3 3 75 MA JO 9/9/2010 TC VT JOPE
Monday, November 29, 2010 Page 27 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/7/2010 1-0406 188-189 80 S 5 2 75 MA JO 9/9/2010 TC VT JO1-085 PE
9/6/2010 1-0407 189-190-191 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/6/2010 1-0408 190-191-192 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/7/2010 1-0409 189-190 70 S 5 2 75 MA JO 9/9/2010 TC VT JO1-086 PE
9/7/2010 1-0410 190-192 75 S 5 2 75 MA JO 9/9/2010 TC VT JO1-087 PE
9/6/2010 1-0411 192-193-194 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/6/2010 1-0412 193-194-195 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/6/2010 1-0413 196-198 105 S 5 2 84 LI JO 9/9/2010 TC VT JO1-088 PE
9/6/2010 1-0414 198-199 95 S 5 2 84 LI JO 9/9/2010 TC VT JO1-089 PE
9/6/2010 1-0415 196-197-198 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/6/2010 1-0416 197-198-199 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/6/2010 1-0417 199-200 105 S 5 2 84 LI JO 9/9/2010 TC VT JO1-090 PE
9/7/2010 1-0418 202-203-204 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/7/2010 1-0419 203-204-205 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/7/2010 1-0420 205-206-207 3 3 84 LI JO 9/9/2010 TC VT JOPE
Monday, November 29, 2010 Page 28 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/7/2010 1-0421 206-207-208 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/7/2010 1-0422 207-208-209 3 3 84 LI JO 9/9/2010 TC VT JOPE
9/6/2010 1-0423 67-173 14 W 2 2 75 MA JO 9/9/2010 TC VT JOPE
9/10/2010 1-0424 102-111-208-210 6 4 75 MA JO 9/10/2010 TC VT JOPE
9/10/2010 1-0425 111-112-210-211 3 2 75 MA JO 9/10/2010 TC VT JOPE
9/10/2010 1-0426 112-211 11 W 5 2 75 MA JO 9/10/2010 TC VT JO1-091 PE
9/10/2010 1-0427 112-113-211-212 3 2 75 MA JO 9/10/2010 TC VT JOPE
9/10/2010 1-0428 113-114-212-213 4 2 75 MA JO 9/10/2010 TC VT JOPE
9/10/2010 1-0429 114-115-213-214 2 2 75 MA JO 9/10/2010 TC VT JOPE
9/10/2010 1-0430 115-119-214-215 3 2 75 MA JO 9/10/2010 TC VT JOPE
9/10/2010 1-0431 119-215 13 W 8 5 75 MA JO 9/10/2010 TC VT JOPE
9/10/2010 1-0432 119-131-215-216 3 3 75 MA JO 9/10/2010 TC VT JOPE
9/10/2010 1-0433 131-132-216-217 3 3 75 MA JO 9/10/2010 TC VT JOPE
9/10/2010 1-0434 132-133-217-218 3 3 75 MA JO 9/10/2010 TC VT JOPE
9/10/2010 1-0435 133-134-218-219 4 4 75 MA JO 9/10/2010 TC VT JOPE
Monday, November 29, 2010 Page 29 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/10/2010 1-0436 214-215 16 S 5 2 75 MA JO 9/10/2010 TC VT JO1-092 PE
9/10/2010 1-0437 208-209-210 3 2 75 MA JO 9/10/2010 TC VT JOPE
9/6/2010 1-0438 191-192 4 S 2 2 84 LI JO 9/9/2010 TC VT JOPE
9/11/2010 1-0439 210-211-220 3 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0440 211-212-220 2 2 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0441 212-213-220 3 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0442 213-214-220 2 2 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0443 214-215-220 3 2 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0444 215-216-220 3 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0445 216-217-220 3 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0446 217-218-220 3 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0447 218-219-220 3 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0448 134-135-220 3 2 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0449 149-152-220 4 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0450 134-219-220 5 4 75 MA VH 9/15/2010 TC VT VHPE
Monday, November 29, 2010 Page 30 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/11/2010 1-0451 135-136-220 3 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0452 136-144-220 4 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0453 144-145-220 5 4 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0454 145-147-220 4 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0455 147-149-220 4 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0456 152-156-220 2 2 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0457 156-160-220 3 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0458 160-161-220 3 3 75 MA VH 9/15/2010 TC VT VHPE
9/11/2010 1-0459 220-221 433 W 2 2 75 MA JO 9/15/2010 TC VT JOPE
9/14/2010 1-0460 212-220 12 W 5 2 84 LI JO 9/15/2010 TC VT JO1-093 PE
9/14/2010 1-0461 220-221 160 W 5 2 84 LI JO 9/15/2010 TC VT JO1-094 PE
9/13/2010 1-0462 221 35 W 10 F 223 12 6 75 MA JO 9/14/2010 TC VT JOPE
9/14/2010 1-0463 221-223 35 9 6 84 LI JO 9/14/2010 TC VT JOPE
9/14/2010 1-0464 221-223-224 3 3 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0465 223-224 305 W 6 3 84 LI JO 9/15/2010 TC VT JO1-096 PE
Monday, November 29, 2010 Page 31 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/14/2010 1-0466 191-192-225 5 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0467 189-191-225-226 2 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0468 188-189-226-227 3 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0469 186-188-227-228 3 3 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0470 85-186-222-228-22 5 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0471 73-185-222-229-230 5 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0472 223-229-230 3 3 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0473 223-228-229 2 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0474 223-227-228 2 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0475 223-226-227 2 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0476 223-225-226 2 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0477 192-223-225 5 3 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0478 192-223 10 W 5 3 84 LI JO 9/15/2010 TC VT JO1-095 PE
9/14/2010 1-0479 192-194-223 2 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0480 194-195-223 3 3 84 LI JO 9/15/2010 TC VT JOPE
Monday, November 29, 2010 Page 32 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/14/2010 1-0481 195-196-223 3 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0482 196-198-223 2 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0483 198-199-223 12 3 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0484 199-200-223 2 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0485 200-201-223 3 3 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0486 201-202-223 2 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0487 202-204-223 3 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0488 204-205-223 3 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0489 205-207-223 3 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0490 207-209-223 3 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0491 220-221-223 3 3 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0492 223 435 W 6 F 221 14 7 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0493 223-R492 6 W 5 2 84 LI JO 9/15/2010 TC VT JO1-097 PE
9/14/2010 1-0494 209-223 11 W 4 3 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0495 209-220-223 4 4 84 LI JO 9/14/2010 TC VT JOPE
Monday, November 29, 2010 Page 33 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/14/2010 1-0496 209-210-220 2 2 84 LI JO 9/15/2010 TC VT JOPE
9/14/2010 1-0497 173-230 11 W 3 3 84 LI JO 9/15/2010 TC VT JOPE
9/16/2010 1-0498 184-231 145 S 6 3 84 LI JO 9/16/2010 TC VT JO1-098 PE
9/16/2010 1-0499 231-232 130 S 6 3 84 LI JO 9/16/2010 TC VT JO1-099 PE
9/16/2010 1-0500 165-232 10 S 6 3 84 LI JO 9/16/2010 TC VT JO1-100 PE
9/16/2010 1-0501 171-172-232 2 2 84 LI JO 9/16/2010 TC VT JOPE
9/16/2010 1-0502 170-171-232 2 2 84 LI JO 9/16/2010 TC VT JOPE
9/16/2010 1-0503 169-170-232 2 2 84 LI JO 9/16/2010 TC VT JOPE
9/16/2010 1-0504 168-169-232 2 2 84 LI JO 9/16/2010 TC VT JOPE
9/16/2010 1-0505 167-168-232 2 2 84 LI JO 9/16/2010 TC VT JOPE
9/16/2010 1-0506 166-167-232 2 2 84 LI JO 9/16/2010 TC VT JOPE
9/16/2010 1-0507 165-166-232 2 2 84 LI JO 9/16/2010 TC VT JOPE
9/16/2010 1-0508 164-165-232 3 2 84 LI JO 9/16/2010 TC VT JOPE
9/16/2010 1-0509 163-164-232 3 2 84 LI JO 9/9/2010 TC VT JOPE
9/16/2010 1-0510 162-163-232 2 2 84 LI JO 9/16/2010 TC VT JOPE
Monday, November 29, 2010 Page 34 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/16/2010 1-0511 1-39-162-232 14 2 84 LI JO 9/16/2010 TC VT JOPE
9/16/2010 1-0512 39-40-231-232 4 2 84 LI JO 9/16/2010 TC VT JOPE
9/16/2010 1-0513 40-41-184-231 7 3 84 LI JO 9/16/2010 TC VT JOPE
9/18/2010 1-0514 172-233 0-7 7 5 75 MA JO 9/18/2010 TC VT JOPE
9/18/2010 1-0515 238-242 30 W 3 2 75 MA JO 9/18/2010 TC VT JOPE
9/18/2010 1-0516 240-241 0-5 6 5 75 MA JO 9/18/2010 TC VT JOPE
9/18/2010 1-0517 239-240 4 W 2 2 75 MA JO 9/18/2010 TC VT JOPE
9/18/2010 1-0518 241-244-245 3 2 75 MA JO 9/18/2010 TC VT JOPE
9/18/2010 1-0519 240-241 37 W 3 2 84 LI JO 9/18/2010 TC VT JOPE
9/18/2010 1-0520 241-243-244 3 3 84 LI JO 9/18/2010 TC VT JOPE
9/18/2010 1-0521 241-242-243 4 3 84 LI JO 9/18/2010 TC VT JOPE
9/18/2010 1-0522 172-233 101-113 12 4 84 LI JO 9/18/2010 TC VT JOPE
9/18/2010 1-0523 233-234 96 W 6 3 84 LI JO 9/18/2010 TC VT JO1-101 PE
9/18/2010 1-0524 238-242 96 W 6 3 84 LI JO 9/18/2010 TC VT JO1-102 PE
9/18/2010 1-0525 238-241-242 3 3 84 LI JO 9/18/2010 TC VT JOPE
Monday, November 29, 2010 Page 35 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/18/2010 1-0526 241-242 25 W 5 3 84 LI JO 9/18/2010 TC VT JOPE
9/18/2010 1-0527 240-241 123 W 5 2 84 LI JO 9/18/2010 TC VT JO1-103 PE
9/20/2010 1-0528 239-246 25 E 5 3 84 LI CL 9/20/2010 TC VT CL1-104 PE
9/20/2010 1-0529 246-247 9 E 6 3 84 LI CL 9/20/2010 TC VT CL1-105 PE
9/20/2010 1-0530 239-246 10 E 3 3 84 LI CL 9/20/2010 TC VT CLPE
9/20/2010 1-0531 239-246 19 E 2 2 84 LI CL 9/20/2010 TC VT CLPE
9/20/2010 1-0532 247 15 E 23 4 84 LI CL 9/20/2010 TC VT CLPE
9/20/2010 1-0533 246 24 E 9 F 239 12 4 84 LI CL 9/20/2010 TC VT CLPE
9/20/2010 1-0534 239-246 0-7 7 3 84 LI CL 9/20/2010 TC VT CLPE
9/24/2010 1-0535 173-174-230-261 7 4 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0536 174-175-261-262 2 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0537 175-176-262-263 3 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0538 176-177-263-264 3 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0539 177-178-264-265 3 3 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0540 178-179-265-266 3 3 84 LI VH 9/24/2010 TC VT VHPE
Monday, November 29, 2010 Page 36 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/24/2010 1-0541 179-180-266-267 3 3 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0542 180-181-267-268 2 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0543 181-182-268-269 3 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0544 182-183-269-270 3 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0545 183-184-270-271 3 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0546 184-231-271-272 3 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0547 231-232-272-273 3 3 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0548 232 243 S 3 E 2 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0549 172-232-233-273 11 4 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0550 233-234-273 3 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0551 234-235-273 3 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0552 235-236-273 3 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0553 236-237-273 2 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0554 237-238-272-273 7 4 84 LI VH 9/24/2010 TC VT VHPE
9/21/2010 1-0555 224-248-249 2 2 75 MA VH 9/21/2010 TC VT VHPE
Monday, November 29, 2010 Page 37 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/21/2010 1-0556 223-224-249 3 3 75 MA VH 9/21/2010 TC VT VHPE
9/24/2010 1-0557 238-241-272 3 2 84 LI VH 9/24/2010 TC VT VHPE
9/24/2010 1-0558 240-241-272 3 2 84 LI VH 9/24/2010 TC VT VHPE
9/25/2010 1-0559 239-240-271-272 7 4 84 LI VH 9/25/2010 TC VT VHPE
9/25/2010 1-0560 239-249-271 5 4 84 LI VH 9/25/2010 TC VT VHPE
9/25/2010 1-0561 239-246-249 3 3 84 LI VH 9/25/2010 TC VT VHPE
9/25/2010 1-0562 246-247-248-249 5 4 84 LI VH 9/25/2010 TC VT VHPE
9/25/2010 1-0563 223-230-249-261 10 5 75 MA VH 9/25/2010 TC VT VHPE
9/25/2010 1-0564 249-261-262 3 3 75 MA VH 9/25/2010 TC VT VHPE
9/25/2010 1-0565 261-262 25 S 6 3 75 MA VH 9/25/2010 TC VT VH1-106 PE
9/25/2010 1-0566 249-262-263 3 3 75 MA VH 9/25/2010 TC VT VHPE
9/25/2010 1-0567 249-263-264 3 3 75 MA VH 9/25/2010 TC VT VHPE
9/25/2010 1-0568 249-264-265 4 2 75 MA VH 9/25/2010 TC VT VHPE
9/25/2010 1-0569 249-265-266 3 2 75 MA VH 9/25/2010 TC VT VHPE
9/25/2010 1-0570 265-266 37 S 6 3 75 MA VH 9/25/2010 TC VT VH1-107 PE
Monday, November 29, 2010 Page 38 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/25/2010 1-0571 249-266-267 3 3 75 MA VH 9/25/2010 TC VT VHPE
9/25/2010 1-0572 249-267-268 2 2 75 MA VH 9/25/2010 TC VT VHPE
9/25/2010 1-0573 249-268-269 2 2 75 MA VH 9/25/2010 TC VT VHPE
9/25/2010 1-0574 249-269-270 3 3 84 LI VH 9/25/2010 TC VT VHPE
9/25/2010 1-0575 249-270-271 4 3 75 MA VH 9/25/2010 TC VT VHPE
9/25/2010 1-0576 270-271 117 S 5 3 84 LI VH 9/25/2010 TC VT VH1-108 PE
9/27/2010 1-0577 261-R563 5 3 84 LI VH 9/27/2010 TC VT VH1-109 PE
9/27/2010 1-0578 271-R576 117 S 5 3 84 LI VH 9/27/2010 TC VT VH1-110 PE
9/29/2010 1-0579 246 4 SE 5 3 84 LI VH 9/29/2010 TC VT VHPE
9/29/2010 1-0580 246-247 22 S 18 14 84 LI VH 9/29/2010 TC VT VHPE
9/30/2010 1-0581 166-167 3 E 4 3 84 LI VH 9/30/2010 TC VT VHPE
9/30/2010 1-0582 251 5 E 11 S 5 3 75 MA VH 9/30/2010 TC VT VHPE
9/30/2010 1-0583 252 5 S 2 W 3 2 75 MA VH 9/30/2010 TC VT VHPE
9/30/2010 1-0584 250-256 4 S 8 4 75 MA VH 9/30/2010 TC VT VHPE
9/30/2010 1-0585 253-254 11 S 21 4 75 MA VH 9/30/2010 TC VT VHPE
Monday, November 29, 2010 Page 39 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
9/30/2010 1-0586 253 4 S 5 W 3 2 75 MA VH 9/30/2010 TC VT VHPE
9/30/2010 1-0587 254-255 9 S 17 4 75 MA VH 9/30/2010 TC VT VHPE
10/2/2010 1-0588 256-257-283 25 5 75 MA VH 10/2/2010 TC VT VHPE
10/2/2010 1-0589 256-257-R588 10 4 75 MA VH 10/2/2010 TC VT VHPE
10/2/2010 1-0590 284-183 38 4 84 FV VH 10/2/2010 TC VT VHPE
10/2/2010 1-0591 283-284 36 E 2 2 84 FV VH 10/2/2010 TC VT VHPE
10/2/2010 1-0592 257-258-283 2 2 84 FV VH 10/2/2010 TC VT VHPE
10/2/2010 1-0593 258-259-283 2 2 84 FV VH 10/2/2010 TC VT VHPE
10/2/2010 1-0594 259-260-283 2 2 84 FV VH 10/2/2010 TC VT VHPE
10/2/2010 1-0595 283-284 8 W 5 3 84 FV VH 10/2/2010 TC VT VHPE
10/2/2010 1-0596 283-260 3 W 6 4 84 FV VH 10/2/2010 TC VT VHPE
10/2/2010 1-0597 247-284 8 W 6 3 84 FV VH 10/2/2010 TC VT VHPE
10/2/2010 1-0599 247-284 50 E 15 2 84 FV VH 10/2/2010 TC VT VHPE
10/2/2010 1-0600 283-295-297 2 2 84 FV VH 10/2/2010 TC VT VHPE
10/2/2010 1-0601 250-256-297-R584 6 5 84 FV VH 10/2/2010 TC VT VHPE
Monday, November 29, 2010 Page 40 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/20/2010 1-0602 246 10 E 11 S 4 4 84 FV VH 10/21/2010 CG VT VHPE
10/20/2010 1-0603 47-248-284-299-R59 21 5 84 FV VH 10/21/2010 CG VT VHPE
10/2/2010 1-0604 283-284-299 4 3 84 FV VH 10/2/2010 TC VT VHPE
10/2/2010 1-0605 295-299 1 N 3 3 84 FV VH 10/2/2010 TC VT VHPE
10/3/2010 1-0606 281-282-298 3 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0607 280-281-298 3 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0608 279-280-298 3 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0609 278-279-298 3 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0610 277-278-298 2 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0611 276-277-298 2 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0612 275-276-298 2 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0613 274-275-298 3 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0614 274-297-298 3 3 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0615 255-274-297 3 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0616 296-297-298 3 2 75 MA VH 10/3/2010 TC VT VHPE
Monday, November 29, 2010 Page 41 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/3/2010 1-0617 254-255-297R-587 6 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0618 297 108 W 5 S 2 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0619 253-254-297-R585 7 3 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0620 252-253-297 7 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0621 251-252-297 2 2 75 MA VH 10/3/2010 TC VT VHPE
10/3/2010 1-0622 250-251-297 3 2 75 MA VH 10/3/2010 TC VT VHPE
10/7/2010 1-0623 294-295-299 3 3 75 MA VH 10/7/2010 TC VT VHPE
10/7/2010 1-0624 292-294-299 3 3 75 MA VH 10/7/2010 TC VT VHPE
10/7/2010 1-0625 291-292-299 3 3 75 MA VH 10/7/2010 TC VT VHPE
10/7/2010 1-0626 289-291-299 3 3 75 MA VH 10/7/2010 TC VT VHPE
10/6/2010 1-0627 288-289-299 2 2 75 MA VH 10/6/2010 TC VT VHPE
10/6/2010 1-0628 287-288-299 3 2 75 MA VH 10/6/2010 TC VT VHPE
10/6/2010 1-0629 286-287-299 3 3 75 MA VH 10/6/2010 TC VT VHPE
10/6/2010 1-0630 285-286-299 3 3 75 MA VH 10/6/2010 TC VT VHPE
10/6/2010 1-0631 288-289-290 2 3 75 MA VH 10/6/2010 TC VT VHPE
Monday, November 29, 2010 Page 42 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/6/2010 1-0632 289-290-291 2 3 75 MA VH 10/6/2010 TC VT VHPE
10/6/2010 1-0633 291-292-293 3 2 75 MA VH 10/6/2010 TC VT VHPE
10/6/2010 1-0634 292-293-294 3 3 75 MA VH 10/6/2010 TC VT VHPE
10/6/2010 1-0635 294-295-296 3 3 75 MA VH 10/6/2010 TC VT VHPE
10/6/2010 1-0636 295-296-297 2 2 75 MA VH 10/6/2010 TC VT VHPE
10/7/2010 1-0637 300-301 15 S 5 3 75 MA VH 10/7/2010 TC VT VH1-114 PE
10/7/2010 1-0638 282-300 10 S 4 3 75 MA VH 10/7/2010 TC VT VHPE
10/6/2010 1-0639 279-280 15 S 5 3 75 MA VH 10/6/2010 TC VT VH1-113 PE
10/6/2010 1-0640 278-279 15 S 5 3 75 MA VH 10/6/2010 TC VT VH1-112 PE
10/7/2010 1-0641 275-276 15 S 5 3 84 LI VH 10/7/2010 TC VT VH1-111 PE
10/7/2010 1-0642 255-274 15 S 5 3 0 84 LI VH 10/7/2010 TC VT VH1-121 PE
10/7/2010 1-0643 257-258 9 N 2 2 0 84 LI VH 10/7/2010 TC VT VHPE
10/7/2010 1-0644 277-278 1 N 3 3 0 84 LI VH 10/7/2010 TC VT VHPE
10/7/2010 1-0645 282-300 9 N 4 3 0 84 LI VH 10/7/2010 TC VT VHPE
10/7/2010 1-0646 302-303 15 S 5 3 0 75 MA VH 10/7/2010 TC VT VH1-115 PE
Monday, November 29, 2010 Page 43 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/7/2010 1-0647 306-307 15 S 4 3 0 75 MA VH 10/7/2010 TC VT VH1-116 PE
10/7/2010 1-0648 307-308 22 S 2 2 0 75 MA VH 10/7/2010 TC VT VHPE
10/7/2010 1-0649 307-308 38 S 2 2 0 75 MA VH 10/7/2010 TC VT VHPE
10/7/2010 1-0650 310-311 5 S 4 2 0 75 MA VH 10/7/2010 TC VT VH1-117 PE
10/7/2010 1-0651 301-302 60 S 3 2 0 75 MA VH 10/7/2010 TC VT VHPE
10/7/2010 1-0652 274 11 S 4 W 2 2 0 84 LI VH 10/7/2010 TC VT VHPE
10/9/2010 1-0653 282-300-327 3 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0654 300-301-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0655 301-302-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0656 302-303-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0657 303-304-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0658 304-305-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0659 305-306-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0660 306-307-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0661 307-308-327 3 2 75 RC VH 10/11/2010 TC VT VHPE
Monday, November 29, 2010 Page 44 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/9/2010 1-0662 308-309-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0663 309-310-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0664 310-311-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0665 311-312-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0666 312-313-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0667 313-314-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/8/2010 1-0668 314-315-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/8/2010 1-0669 315-316-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/8/2010 1-0670 316-317-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0671 317-318-327 3 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0672 318 2 S 2 E 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0673 318-319-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0674 319-320-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0675 320-321-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0676 321-322-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
Monday, November 29, 2010 Page 45 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/9/2010 1-0677 322-323-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0678 323-324-327 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0679 330-331-332 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0680 331-332-336 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0681 332-336-337 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0682 336-337-341 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0683 330-332-333 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0684 332-333-337 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0685 333-337-338 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0686 337-338-391 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0687 330-333-334 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0688 333-334-338 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0689 330-334-335 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0690 335 12 N 1 W 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/9/2010 1-0691 334-335-338-339 5 2 75 RC VH 10/11/2010 TC VT VHPE
Monday, November 29, 2010 Page 46 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/10/2010 1-0692 338-339-341 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0693 335-339-340 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0694 340 4 N 2 W 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0695 339-340-341 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0696 340-341-342 3 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0697 341-342-348 3 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0698 342-348-349 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0699 348-349-356 3 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0700 348-355-356 2 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0701 355-356-357 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0702 347-348-355 2 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0703 341-347-348 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0704 347-354-355 3 3 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0705 355 56 E 6 S 2 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0706 354-355-357 2 2 75 RC VH 10/11/2010 TC VT VHPE
Monday, November 29, 2010 Page 47 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/10/2010 1-0707 346-347-354 3 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0708 341-346-347 3 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0709 346-353-354 3 3 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0710 353-354-357 2 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0711 345-346-353 2 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0712 341-345-346 2 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0713 345-352-353 2 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0714 352 2 S 2 E 2 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0715 352-353-357 3 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0716 327-357 273 W 3 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0717 351-352-357 3 3 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0718 351-352 12 S 3 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0719 345-351-352 3 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0720 344-345-351 2 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0721 341-344-345 3 2 84 LI VH 10/11/2010 TC VT VHPE
Monday, November 29, 2010 Page 48 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/10/2010 1-0722 344-350-351 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0723 350-351-357 2 2 84 LI VH 10/11/2010 TC VT VHPE
10/10/2010 1-0724 357 81 W 3 N 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0725 343-344-350 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0726 344 14 S 11 W 14 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0727 344 14 S 2 W 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0728 344 8 S 2 W 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0729 341-343-344 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0730 282-298-327 7 6 75 RC VH 10/11/2010 TC VT VHPE
10/10/2010 1-0731 327-357 4 3 75 RC VH 10/11/2010 TC VT VHPE
10/11/2010 1-0732 296-298-327-357 7 2 75 RC VH 10/11/2010 TC VT VHPE
10/11/2010 1-0733 294-296-350-357 4 3 75 RC VH 10/11/2010 TC VT VHPE
10/11/2010 1-0734 293-294-343-350 3 3 75 RC VH 10/11/2010 TC VT VHPE
10/11/2010 1-0735 291-293-341-343 3 3 75 RC VH 10/11/2010 TC VT VHPE
10/11/2010 1-0736 290-291-336-341 3 3 75 RC VH 10/11/2010 TC VT VHPE
Monday, November 29, 2010 Page 49 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/11/2010 1-0737 288-290-331-336 3 2 75 RC VH 10/11/2010 TC VT VHPE
10/11/2010 1-0738 287-288-330-331 3 3 75 RC VH 10/11/2010 TC VT VHPE
10/11/2010 1-0739 286-287-329-330 3 3 75 RC VH 10/11/2010 TC VT VHPE
10/11/2010 1-0740 285-286-328-329 3 2 75 RC VH 10/11/2010 TC VT VHPE
10/11/2010 1-0741 357 163 W 2 N 2 2 75 RC VH 10/11/2010 TC VT VHPE
10/11/2010 1-0742 305-327 13 W 5 2 75 RC VH 10/11/2010 TC VT VH1-122 PE
10/11/2010 1-0743 327-357 65 W 5 2 75 RC VH 10/11/2010 TC VT VH1-123 PE
10/11/2010 1-0744 351-357 14 W 5 2 75 RC VH 10/11/2010 TC VT VH1-124 PE
10/11/2010 1-0745 332-333 14 W 5 2 75 RC VH 10/11/2010 TC VT VH1-132 PE
10/11/2010 1-0746 336-341 54 E 5 2 84 RC VH 10/11/2010 TC VT VH1-127 PE
10/11/2010 1-0747 332-336 27 W 5 2 84 RC VH 10/11/2010 TC VT VH1-128 PE
10/11/2010 1-0748 330-333 10 E 5 2 84 RC VH 10/11/2010 TC VT VH1-129 PE
10/11/2010 1-0749 353-354 11 S 5 2 84 RC VH 10/11/2010 TC VT VH1-133 PE
10/11/2010 1-0750 346-354 14 W 5 2 84 RC VH 10/11/2010 TC VT VH1-125 PE
10/11/2010 1-0751 341-348 18 E 5 2 84 RC VH 10/11/2010 TC VT VH1-126 PE
Monday, November 29, 2010 Page 50 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/11/2010 1-0752 339-340 10 S 5 2 84 RC VH 10/11/2010 TC VT VH1-131 PE
10/11/2010 1-0753 329-330 53 E 5 2 84 RC VH 10/11/2010 TC VT VH1-130 PE
10/11/2010 1-0754 326-358 9 N 2 2 84 RC VH 10/11/2010 TC VT VHPE
10/11/2010 1-0755 365-366 9 N 5 2 84 RC VH 10/11/2010 TC VT VH1-136 PE
10/12/2010 1-0756 362-363 15 S 5 2 84 RC VH 10/13/2010 SC VT VH1-135 PE
10/12/2010 1-0757 358-359 15 S 5 2 84 RC VH 10/13/2010 SC VT VH1-134 PE
10/12/2010 1-0758 365-366 11 S 3 2 84 RC VH 10/15/2010 AO VT MCPE
10/7/2010 1-0759 318-319 15 S 5 5 75 MA VH 10/7/2010 TC VT VH1-119 PE
10/7/2010 1-0760 313-314 15S 5 2 75 MA VH 10/7/2010 TC VT VH1-118 PE
10/11/2010 1-0761 350 92 E 2 N 2 2 75 RC VH 10/12/2010 SC VT VHPE
10/13/2010 1-0762 365-366-387 4 4 84 RC VH 10/13/2010 SC VT VHPE
10/13/2010 1-0763 364-365-387 2 2 84 RC VH 10/13/2010 SC VT VHPE
10/13/2010 1-0764 364-387 5 W 6 2 84 RC VH 10/13/2010 SC VT VHPE
10/13/2010 1-0765 363-364-387 2 2 84 RC VH 10/13/2010 SC VT VHPE
10/13/2010 1-0766 362-363-387 2 2 84 RC VH 10/13/2010 SC VT VHPE
Monday, November 29, 2010 Page 51 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/13/2010 1-0767 361-362-387 2 2 84 RC VH 10/13/2010 SC VT VHPE
10/13/2010 1-0768 360-361-387 2 2 84 RC VH 10/13/2010 SC VT VHPE
10/13/2010 1-0769 360-387-388 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0770 359-360-388 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0771 358-359-388 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0772 326-358-388 3 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0773 325-326-388 3 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0774 324-325-388 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0775 324-327-388 4 3 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0776 327-357-367-388 3 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0777 367-387-388 3 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0778 66-367-368-382-387 14 2 84 RC VH 10/14/2010 SC VT VHPE
10/12/2010 1-0779 367-368 13 S 5 2 84 RC VH 10/14/2010 SC VT VH1-137 PE
10/12/2010 1-0780 367-368-369 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0781 356-367-369 6 3 84 RC VH 10/14/2010 SC VT VHPE
Monday, November 29, 2010 Page 52 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/13/2010 1-0782 356-357-367 4 3 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0783 349-356-369-370 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/12/2010 1-0784 369-370 30 W 5 2 84 RC VH 10/14/2010 SC VT VH1-138 PE
10/12/2010 1-0785 369-370-371 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/12/2010 1-0786 371-372 100 W 5 2 75 RC VH 10/14/2010 SC VT VH1-139 PE
10/12/2010 1-0787 370-371-372 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0788 342-349-370-372 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0789 340-342-372-374 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0790 335-340-375 3 3 84 RC VH 10/14/2010 SC VT VHPE
10/12/2010 1-0791 372-373-374 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/12/2010 1-0792 373-374-375 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/12/2010 1-0793 373-375 43 W 5 2 84 RC VH 10/14/2010 SC VT VH1-140 PE
10/13/2010 1-0794 330-335-375-376 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0795 340-374-375 6 3 84 RC VH 10/14/2010 SC VT VHPE
10/12/2010 1-0796 375-376 100 W 5 2 84 RC VH 10/14/2010 SC VT VH1-141 PE
Monday, November 29, 2010 Page 53 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/13/2010 1-0797 376-377-378 4 4 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0798 329-330-376-378 3 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0799 378 5 N 3 W 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0800 329-378 11 S 21 3 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0801 86-328-329-378-R80 6 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0802 378-379-386 4 3 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0803 377-378-379 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0804 366-382-383 3 3 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0805 368-380-382 3 3 84 RC VH 10/14/2010 SC VT VHPE
10/12/2010 1-0806 368-369 33 W 6 3 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0807 372-373 53 W 5 3 84 RC VH 10/14/2010 SC VT VH1-142 PE
10/12/2010 1-0808 368-381 2 E 3 2 84 RC VH 10/14/2010 SC VT VHPE
10/12/2010 1-0809 383-384 8 W 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/12/2010 1-0810 366-385-384 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/14/2010 1-0811 378-R800 4 S 4 3 84 RC VH 10/15/2010 SC VT VH1-143 PE
Monday, November 29, 2010 Page 54 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/14/2010 1-0812 328-386-415 6 S 12 3 84 RC VH 10/15/2010 SC VT VHPE
10/13/2010 1-0813 328-389-399 4 2 84 RC VH 10/14/2010 SC VT VHPE
10/14/2010 1-0814 328-389 386 W 4 4 84 RC VH 10/15/2010 SC VT VHPE
10/15/2010 1-0815 285-328-389 3 2 84 RC VH 10/15/2010 SC VT VHPE
10/15/2010 1-0816 390-391 80 W 5 2 84 RC VH 10/15/2010 SC VT VH1-145 PE
10/13/2010 1-0817 389-390-399 3 3 84 RC VH 10/14/2010 SC VT VHPE
10/13/2010 1-0818 389-399 15 S 5 2 84 RC VH 10/14/2010 SC VT VH1-144 PE
10/14/2010 1-0819 390-393-399 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/13/2010 1-0820 390-391-393 3 3 84 RC VH 10/15/2010 SC VT VHPE
10/13/2010 1-0821 392-397-398 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0822 392-397 70 W 5 2 84 RC VH 10/15/2010 SC VT VH1-147 PE
10/14/2010 1-0823 392-397 32 W 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0824 392-396-397 5 5 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0825 391-392 380 W 5 2 84 RC VH 10/15/2010 SC VT VH1-146 PE
10/14/2010 1-0826 392-395-396 2 2 84 RC VH 10/15/2010 SC VT VHPE
Monday, November 29, 2010 Page 55 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/14/2010 1-0827 392-394-395 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0828 400-404-405 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0829 400-401-405 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0830 394-400-401 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0831 394-395-401 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0832 395-401-402 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0833 401-402-405 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0834 395-396-402 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0835 396-397-402 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0836 402-405 180 W 5 2 84 RC VH 10/15/2010 SC VT VH1-149 PE
10/14/2010 1-0837 402-403-405 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0838 397-402-403 4 3 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0839 403-405-406 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/13/2010 1-0840 397-398-403 2 2 84 RC VH 10/14/2010 SC VT VHPE
10/14/2010 1-0841 398-403 30 W 5 2 84 RC VH 10/15/2010 SC VT VH1-148 PE
Monday, November 29, 2010 Page 56 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/14/2010 1-0842 405-406-407 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0843 405-407 220 W 5 2 84 RC VH 10/15/2010 SC VT MC1-150 PE
10/14/2010 1-0844 407-408-409 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0845 404-405-407 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0846 408-410 108 W 5 2 84 RC VH 10/16/2010 SC VT VH1-152 PE
10/14/2010 1-0847 408-409 15 S 5 2 84 RC VH 10/16/2010 SC VT VH1-151 PE
10/14/2010 1-0848 408-409-410 2 2 84 RC VH 10/16/2010 SC VT VHPE
10/14/2010 1-0849 409-410-411 3 2 84 RC VH 10/15/2010 SC VT MCPE
10/14/2010 1-0850 410-411-412 3 2 84 RC VH 10/16/2010 SC VT VHPE
10/14/2010 1-0851 412-413-414 3 4 84 RC VH 10/15/2010 SC VT MCPE
10/14/2010 1-0852 386-379-415 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0853 415-417 55 W 5 2 84 RC VH 10/15/2010 SC VT VH1-153 PE
10/14/2010 1-0854 415-417-418 3 2 84 RC VH 10/15/2010 SC VT VHPE
10/15/2010 1-0855 379 209 W 8 S 14 2 84 RC VH 10/16/2010 SC VT VHPE
10/15/2010 1-0856 418-420-421 2 2 84 RC VH 10/16/2010 SC VT VHPE
Monday, November 29, 2010 Page 57 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/15/2010 1-0857 420-421-423 2 2 84 RC VH 10/16/2010 SC VT VHPE
10/14/2010 1-0858 417-418-420 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0859 420-423 130 W 5 2 84 RC VH 10/15/2010 SC VT VH1-155 PE
10/14/2010 1-0860 417-420 105 W 5 2 84 RC VH 10/15/2010 SC VT VH1-154 PE
10/14/2010 1-0861 425-427-428 2 2 84 RC VH 10/15/2010 SC VT VHPE
10/14/2010 1-0862 423-425 162 W 5 2 84 RC VH 10/15/2010 SC VT VH1-156 PE
10/15/2010 1-0863 431-433-434 3 3 84 RC VH 10/16/2010 SC VT VHPE
10/15/2010 1-0864 430-431-433 2 2 84 RC VH 10/16/2010 SC VT VHPE
10/15/2010 1-0865 430-431 17 S 4 2 84 RC VH 10/16/2010 SC VT VH1-160 PE
10/14/2010 1-0866 428-430-431 3 3 84 RC VH 10/16/2010 SC VT VHPE
10/14/2010 1-0867 430-433 140 W 5 2 84 RC VH 10/16/2010 SC VT VH1-158 PE
10/14/2010 1-0868 427-428-430 2 2 84 RC VH 10/16/2010 SC VT VHPE
10/14/2010 1-0869 427-430 110 W 5 2 84 RC VH 10/16/2010 SC VT VH1-157 PE
10/15/2010 1-0870 433-434-436 2 2 84 RC VH 10/16/2010 SC VT VHPE
10/15/2010 1-0871 438-440-441 2 2 84 RC VH 10/16/2010 SC VT VHPE
Monday, November 29, 2010 Page 58 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/15/2010 1-0872 440-441-443 2 2 84 RC VH 10/16/2010 SC VT VHPE
10/15/2010 1-0873 379 200 W 15 S 2 2 84 RC VH 10/18/2010 CG VT VHPE
10/15/2010 1-0874 379-415-416-R875 6 5 84 RC VH 10/18/2010 CG VT VHPE
10/15/2010 1-0875 415-416 157 W 10 S 20 2 84 RC VH 10/18/2010 CG VT VHPE
10/15/2010 1-0876 416-419 17 W 5 2 84 RC VH 10/18/2010 CG VT VH1-164 PE
10/15/2010 1-0877 418-419-421-422 3 2 84 RC VH 10/18/2010 CG VT VHPE
10/15/2010 1-0878 421-422-423-424 3 2 84 RC VH 10/15/2010 SC VT MCPE
10/13/2010 1-0879 366-383-384 3 2 84 RC VH 10/15/2010 SC VT MCPE
10/13/2010 1-0880 368-380-381 2 2 84 RC VH 10/15/2010 SC VT MCPE
10/15/2010 1-0881 412-414-440-443 2 2 84 RC VH 10/18/2010 CG VT MCPE
10/15/2010 1-0882 411-412-438-440 3 2 84 RC VH 10/18/2010 CG VT MCPE
10/15/2010 1-0883 409-411-436-438 3 3 84 RC VH 10/18/2010 CG VT MCPE
10/15/2010 1-0884 407-409-433-436 3 3 84 RC VH 10/18/2010 CG VT MCPE
10/15/2010 1-0885 406-407-430-433 4 2 84 RC VH 10/18/2010 CG VT MCPE
10/15/2010 1-0886 403-406-427-430 4 4 84 RC VH 10/18/2010 CG VT MCPE
Monday, November 29, 2010 Page 59 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/15/2010 1-0887 398-403-425-427 3 3 84 RC VH 10/18/2010 CG VT MCPE
10/15/2010 1-0888 392-398-423-425 3 3 84 RC VH 10/18/2010 CG VT MCPE
10/15/2010 1-0889 391-392-420-423 3 2 84 RC VH 10/18/2010 AO VT MCPE
10/15/2010 1-0890 420 15 S 1 W 2 2 84 RC VH 10/18/2010 AO VT VHPE
10/15/2010 1-0891 391-393-417-420 3 2 84 RC VH 10/17/2010 JR VT MCPE
10/15/2010 1-0892 393-399-415-417 3 2 84 RC VH 10/17/2010 JR VT MCPE
10/15/2010 1-0893 423-424-425-426 3 3 84 RC VH 10/18/2010 AO VT MCPE
10/15/2010 1-0894 424-426 17 W 5 2 84 RC VH 10/18/2010 AO VT MC1-163 PE
10/15/2010 1-0895 425-426-428-429 2 5 84 RC VH 10/18/2010 AO VT MCPE
10/15/2010 1-0896 428-429-431-432 3 3 84 RC VH 10/18/2010 AO VT MCPE
10/17/2010 1-0897 431-432 12 S 5 2 84 RC VH 10/18/2010 AO VT VH1-162 PE
10/17/2010 1-0898 431-432-434-435 3 3 84 RC VH 10/18/2010 AO VT MCPE
10/17/2010 1-0899 434-435-436-437 4 3 84 RC VH 10/18/2010 AO VT VHPE
10/17/2010 1-0900 436-437-438-439 3 2 84 RC VH 10/18/2010 AO VT VHPE
10/17/2010 1-0901 438-439-441-442 2 2 84 RC VH 10/18/2010 AO VT VHPE
Monday, November 29, 2010 Page 60 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/17/2010 1-0902 441-442-444 3 3 84 RC VH 10/18/2010 AO VT VHPE
10/15/2010 1-0903 441-443 80 W 5 2 84 RC VH 10/18/2010 AO VT MC1-161 PE
10/15/2010 1-0904 441-443-444 2 2 84 RC VH 10/18/2010 AO VT MCPE
10/7/2010 1-0905 283-284 90 NW 5 2 84 LI VH 10/17/2010 JR VT MC1-120 PE
10/15/2010 1-0906 436-438 55 W 5 2 84 RC VH 10/18/2010 AO VT VH1-159 PE
10/15/2010 1-0907 328-399-415 10 3 84 RC VH 10/17/2010 JR VT MCPE
10/17/2010 1-0908 442-444-451-R902 4 2 84 RC VH 10/18/2010 AO VT MCPE
10/17/2010 1-0909 444-445-451 3 2 84 RC VH 10/18/2010 AO VT MCPE
10/17/2010 1-0910 444-445 90 W 3 3 84 RC VH 10/18/2010 AO VT MCPE
10/17/2010 1-0911 445-451-452 2 2 84 RC VH 10/18/2010 CG VT VHPE
10/17/2010 1-0912 445-446-452 4 3 84 RC VH 10/18/2010 AO VT MCPE
10/17/2010 1-0913 446-452-453 6 3 84 RC VH 10/18/2010 AO VT MCPE
10/17/2010 1-0914 446-447-453 4 3 84 RC VH 10/19/2010 CG VT MCPE
10/17/2010 1-0915 447-453-454 5 4 84 RC VH 10/19/2010 CG VT MCPE
10/17/2010 1-0916 447-454-455-456 2 2 84 RC VH 10/19/2010 CG VT MCPE
Monday, November 29, 2010 Page 61 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/17/2010 1-0917 455-456-457-459 3 3 84 RC VH 10/19/2010 CG VT MCPE
10/17/2010 1-0918 457-459-460-461 3 3 84 RC VH 10/19/2010 CG VT MCPE
10/17/2010 1-0919 460-461-462-463 5 2 84 RC VH 10/19/2010 CG VT MCPE
10/17/2010 1-0920 462-463-465-466 3 2 84 RC VH 10/19/2010 CG VT MCPE
10/17/2010 1-0921 465-466-468-469 3 3 84 RC VH 10/19/2010 CG VT MCPE
10/17/2010 1-0922 468-469-472-473 4 3 84 RC VH 10/19/2010 CG VT MCPE
10/17/2010 1-0923 472-473-475-476 5 3 84 RC VH 10/19/2010 CG VT MCPE
10/17/2010 1-0924 472-474-475 2 2 84 RC VH 10/19/2010 CG VT MCPE
10/17/2010 1-0925 445-446 10 W 5 2 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0926 445-446 100 W 5 2 75 MA VH 10/19/2010 CG VT MC1-167 PE
10/17/2010 1-0927 413-414-445 2 2 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0928 414-445 40 W 2 2 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0929 414-443-445 2 2 75 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0930 454-456 7 W 5 2 84 RC VH 10/19/2010 CG VT MC1-177 PE
10/18/2010 1-0931 457-459 12 S 5 2 84 RC VH 10/19/2010 CG VT MC1-180 PE
Monday, November 29, 2010 Page 62 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/17/2010 1-0932 474-475-477 2 2 84 RC VH 10/19/2010 CG VT MCPE
10/17/2010 1-0933 447-455 151 W 2 2 75 MA VH 10/19/2010 AO VT MCPE
10/17/2010 1-0934 447-450-455 2 2 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0935 447-449-450 2 2 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0936 447-448-449 2 2 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0937 446-447-448 2 2 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0938 449-450-457 3 3 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0939 450-455-457 2 2 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0940 457-458-460 2 2 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0941 458-460 8 S 3 3 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0942 458-460-462 3 2 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0943 462-464-465 3 3 75 MA VH 10/19/2010 CG VT MCPE
10/17/2010 1-0944 464-465-467 2 2 75 MA VH 10/19/2010 CG VT MCPE
10/18/2010 1-0945 442-451 15 W 5 2 84 RC VH 10/19/2010 CG VT MC1-176 PE
10/18/2010 1-0946 457-460 330 W 5 2 84 RC VH 10/19/2010 CG VT MC1-171 PE
Monday, November 29, 2010 Page 63 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/18/2010 1-0947 460-462 300 W 5 2 84 RC VH 10/19/2010 CG VT MC1-172 PE
10/18/2010 1-0948 466-469 8 W 5 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0949 475-476-477-478 5 3 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0950 477-478 12 S 5 2 84 RC VH 10/19/2010 CG VT MC1-181 PE
10/18/2010 1-0951 477-478-480-481 10 W 5 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0952 478-481 9 W 5 2 84 RC VH 10/19/2010 CG VT MC1-179 PE
10/18/2010 1-0953 480-482-484 2 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0954 482-484 12 S 5 2 84 RC VH 10/19/2010 CG VT MC1-178 PE
10/18/2010 1-0955 482-484-486 2 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0956 480-481-484-485 4 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0957 484-485 12 S 5 2 84 RC VH 10/19/2010 CG VT MC1-182 PE
10/18/2010 1-0958 484-485-486-487 5 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0959 444-445 45 W 5 2 84 RC VH 10/18/2010 AO VT MC1-166 PE
10/18/2010 1-0960 443-444-445 3 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0961 446-447 200 W 5 2 84 RC VH 10/19/2010 CG VT MC1-168 PE
Monday, November 29, 2010 Page 64 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/18/2010 1-0962 447 256 W 6 S 5 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0963 447-455 255 W 5 2 84 RC VH 10/19/2010 CG VT MC1-169 PE
10/18/2010 1-0964 455-457 300 W 5 2 84 RC VH 10/19/2010 CG VT MC1-170 PE
10/18/2010 1-0965 462-465 225 W 5 2 84 RC VH 10/19/2010 CG VT MC1-173 PE
10/18/2010 1-0966 465-467-468 2 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0967 468-470-472 3 3 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0968 467-468-470 2 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0969 470-471-474 2 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0970 471-474-477 3 2 84 RC VH 10/19/2010 CG VT MCPE
10/18/2010 1-0971 470-474 25 W 5 2 84 RC VH 10/19/2010 CG VT MC1-175 PE
10/18/2010 1-0972 477-479-480 3 3 84 RC VH 10/19/2010 CG VT MCPE
10/19/2010 1-0973 482-483-486 3 3 84 RC VH 10/19/2010 CG VT MCPE
10/19/2010 1-0974 483-486 12 S 4 3 84 RC VH 10/19/2010 CG VT MCPE
10/19/2010 1-0975 486-487-490-491 7 5 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0976 486-488-490 3 3 84 RC VH 10/20/2010 CG VT MCPE
Monday, November 29, 2010 Page 65 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/19/2010 1-0977 490 17 S 5 W 2 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0978 490 16 S 7W 2 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0979 486-488 45 W 5 2 84 RC VH 10/20/2010 CG VT MC1-183 PE
10/19/2010 1-0980 483-486-488 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0981 488-489-492 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0982 488-490-492 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0983 492-494-496 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0984 490-492 50 W 5 2 84 RC VH 10/20/2010 CG VT MC1-184 PE
10/19/2010 1-0985 490-491-492-493 5 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0986 491-493 8 W 5 2 84 RC VH 10/20/2010 CG VT MC1-187 PE
10/19/2010 1-0987 494-495-496 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0988 495-496-498 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0989 498-501 25 W 5 2 84 RC VH 10/20/2010 CG VT MC1-185 PE
10/19/2010 1-0990 328-329 240 W 5 2 84 RC VH 10/20/2010 CG VT MC1-165 PE
10/19/2010 1-0991 375-376 100 W 29 3 84 RC VH 10/20/2010 CG VT MC141A-141 PE
Monday, November 29, 2010 Page 66 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/20/2010 1-0992 389-390 250 W 5 2 84 RA VH 10/20/2010 CG VT MC1-195 PE
10/19/2010 1-0993 427-430 110 W 29 3 84 RC VH 10/20/2010 CG VT MC157A-157 PE
10/19/2010 1-0994 495-498-502 2 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0995 498-501-502 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0996 501-502-503 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0997 498-499-500-501 6 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0998 500-501-503-504 6 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-0999 501-503 38 W 5 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-1000 503-504-505-506 8 2 84 RC VH 10/20/2010 CG VT MCPE
10/18/2010 1-1001 470-472-474 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-1002 492-493-496-497 6 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-1003 496-497-498-499 6 3 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-1004 504-506 11 W 5 2 84 RC VH 10/20/2010 CG VT MC1-188 PE
10/19/2010 1-1005 506-508 4 W 2 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-1006 505-506-507-508 8 2 84 RC VH 10/20/2010 CG VT MCPE
Monday, November 29, 2010 Page 67 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/18/2010 1-1007 484 4 W 2 N 2 2 84 RC VH 10/19/2010 CG VT MCPE
10/20/2010 1-1008 501-503 10 W 5 2 84 RA VH 10/20/2010 CG VT MC1-186 PE
10/19/2010 1-1009 509-510-514 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-1010 510-511-514 3 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-1011 511-512-514 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1012 512-513-514 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/18/2010 1-1013 466-469 3 E 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/18/2010 1-1014 456 2 N 84 W 2 2 84 RC VH 10/20/2010 CG VT MCPE
10/18/2010 1-1015 442-451 10 E 3 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-1016 220-221-515-516 3 5 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1017 161-220-516-518 7 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1018 516-518-520 2 2 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1019 516-520-525 3 2 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1020 516-525-526 3 2 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1021 516-526-528 9 4 75 MA VH 10/20/2010 CG VT MCPE
Monday, November 29, 2010 Page 68 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/19/2010 1-1022 516-528-531 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1023 516-531-533 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1024 516-533-537 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1025 516-537-541 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1026 516-541-542 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1027 516-517-542-544 5 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1028 515-516-517 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1029 517-544-546 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1030 517-546-548 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1031 544-546 91 S 5 2 75 MA VH 10/20/2010 CG VT MC1-192 PE
10/19/2010 1-1032 539-541-542 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1033 537-539-541 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1034 534-537 100 S 5 2 75 MA VH 10/20/2010 CG VT MC1-191 PE
10/19/2010 1-1035 533-534-537 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1036 531-533-534 3 3 75 MA VH 10/20/2010 CG VT MCPE
Monday, November 29, 2010 Page 69 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/19/2010 1-1037 528-529-531 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1038 526-528-529 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1039 523-525-526 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1040 520-523-525 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1041 520-521-523 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1042 518-520-521 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1043 521-523 105 S 5 2 75 MA VH 10/20/2010 CG VT MC1-190 PE
10/19/2010 1-1044 518-521 58 S 5 3 75 MA VH 10/20/2010 CG VT MC1-189 PE
10/20/2010 1-1045 143-161-518-519 8 4 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1046 518-519-521-522 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1047 521-522-523-524 4 3 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1048 523-524-526-527 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1049 526-527-529-530 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1050 529-530-531-532 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1051 530-532 8 N 5 2 84 RC VH 10/20/2010 CG VT MC1-194 PE
Monday, November 29, 2010 Page 70 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/20/2010 1-1052 531-532-535-536 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1053 531-534-535 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1054 534-535-537 3 3 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1055 535-536-537-538 3 3 84 RA VH 10/20/2010 CG VT MCPE
10/20/2010 1-1056 537-538-539-540 14 4 84 RA VH 10/20/2010 CG VT MCPE
10/20/2010 1-1057 539-540-542-543 4 3 84 RA VH 10/20/2010 CG VT MCPE
10/20/2010 1-1058 542-543-544-545 3 3 84 RA VH 10/20/2010 CG VT MCPE
10/20/2010 1-1059 545-547 8 N 5 2 84 RA VH 10/20/2010 CG VT MC1-193 PE
10/20/2010 1-1060 544-545-546-547 4 3 84 RA VH 10/20/2010 CG VT MCPE
10/20/2010 1-1061 546-547-548-549 3 3 84 RA VH 10/20/2010 CG VT MCPE
10/20/2010 1-1062 554-555-556 2 2 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1063 553-554-556 2 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-1064 552-553-556 2 2 75 MA VH 10/20/2010 CG VT MCPE
10/19/2010 1-1065 551-552-556 3 3 75 MA VH 10/20/2010 CG VT MCPE
10/20/2010 1-1066 143-519 4 S 2 2 84 RC VH 10/20/2010 CG VT MCPE
Monday, November 29, 2010 Page 71 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
10/20/2010 1-1067 553-554 22 S 3 2 84 RC VH 10/20/2010 CG VT MCPE
10/20/2010 1-1068 551-552 45 S 2 2 84 RC VH 10/20/2010 CG VT MCPE
10/19/2010 1-1069 509-514 8 W 3 3 84 RC MC 10/20/2010 LL VT MCPE
10/24/2010 1-1070 465-468 65 W 5 3 84 LI VH 10/26/2010 CG VT VH1-174 PE
10/24/2010 1-1071 527-530 5 N 5 2 75 MA VH 10/26/2010 CG VT VH1-199 PE
10/24/2010 1-1072 540-543 6 N 5 2 75 MA VH 10/26/2010 CG VT VH1-198 PE
10/24/2010 1-1073 452-453 23 W 5 2 84 LI VH 10/26/2010 CG VT VH1-196 PE
10/24/2010 1-1074 461-463 6W 4 2 84 LI VH 10/26/2010 CG VT VH1-197 PE
10/24/2010 1-1075 517-548 12 E 5 2 75 MA VH 10/26/2010 CG VT VH1-201 PE
10/24/2010 1-1076 516-518 8 W 5 2 75 MA VH 10/26/2010 CG VT VH1-200 PE
10/24/2010 1-1077 444-445 35 W 15 2 84 LI VH 10/26/2010 CG VT VH1-166A PE
10/24/2010 1-1078 444-445 55 W 15 3 84 LI VH 10/26/2010 CG VT VH1-166B PE
10/29/2010 1-1079 246 131 NW 5 SW 4 75 MA VH 10/29/2010 PS VT VHPE
11/2/2010 1-1080 R1082 239 151 NW 13 SW 9 3 84 LI VH 11/3/2010 AG VT VHPE
11/2/2010 1-1081 601-R603-R580-R536-287-284-2 59 3 75 MA VH 11/3/2010 AG VT VHPE
Monday, November 29, 2010 Page 72 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
11/2/2010 1-1082 -246-R1080-R579-R 20 4 84 LI VH 11/3/2010 AG VT VHPE
11/2/2010 1-1083 082-R1081-R562-R 13 7 84 LI VH 11/3/2010 AG VT VHPE
11/2/2010 1-1084 R1081-R580-R532 247 8 6 75 MA VH 11/3/2010 AG VT VHPE
11/2/2010 1-1085 256-297-R1081-R60 9 4 84 LI VH 11/3/2010 AG VT VHPE
11/2/2010 1-1086 R1085-R584 256 6 3 84 LI VH 11/3/2010 AG VT VHPE
11/3/2010 1-1087 224 18 N 4 W 5 3 84 LI VH 11/3/2010 AG VT VHPE
11/3/2010 1-1088 224 17 N 10 W 5 3 84 LI VH 11/3/2010 AG VT VHPE
11/3/2010 1-1089 224 5 N 5 W 9 3 84 LI VH 11/3/2010 AG VT VHPE
11/3/2010 1-1090 R1087-R1088-R1089 224 13 N 7 W 7 84 LI VH 11/3/2010 AG VT VHPE
11/10/2010 1-1091 299-557-283-R605 4 3 84 JO VH 11/10/2010 AG VT VHPE
11/10/2010 1-1092 247-248-557-R603 12 8 84 JO VH 11/10/2010 AG VT VHPE
11/10/2010 1-1093 248-557 22 W 7 7 84 JO VH 11/10/2010 AG VT VHPE
11/10/2010 1-1094 248 35 W 3 N 2 2 84 JO VH 11/10/2010 AG VT VHPE
11/10/2010 1-1095 248 42 W 3 N 2 2 84 JO VH 11/10/2010 AG VT VHPE
11/10/2010 1-1096 299-557 36 W 4 3 84 JO VH 11/10/2010 AG VT VHPE
Monday, November 29, 2010 Page 73 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
11/10/2010 1-1097 299-557 68 W 2 2 84 JO VH 11/10/2010 AG VT VHPE
11/10/2010 1-1098 248 89 W 4 N 2 2 84 JO VH 11/10/2010 AG VT VHPE
11/10/2010 1-1099 248 96 W 4 N 2 2 84 JO VH 11/10/2010 AG VT VHPE
11/10/2010 1-1100 248 152 W 3 N 3 3 3936 GS VH 11/10/2010 AG VT VHPE
11/10/2010 1-1101 248 158 W 3 N 3 3 3936 GS VH 11/10/2010 AG VT VHPE
11/10/2010 1-1102 248-557 175 W 5 2 3936 GS VH 11/10/2010 AG VT VHPE
11/10/2010 1-1103 224-248-557 247 W 3 3 3936 GS VH 11/10/2010 AG VT VHPE
11/10/2010 1-1104 224-557-R1089 5 2 3936 GS VH 11/10/2010 AG VT VHPE
11/10/2010 1-1105 224-557 267 W 4 4 3936 GS VH 11/10/2010 AG VT VHPE
11/10/2010 1-1106 224-557-559 275 W 3 2 3936 GS VH 11/10/2010 AG VT VHPE
11/10/2010 1-1107 285-299-557 288 W 5 3 3936 GS VH 11/10/2010 AG VT VHPE
11/10/2010 1-1108 299-557 263 W 2 2 3936 GS VH 11/10/2010 AG VT VHPE
11/11/2010 1-1109 285-299-557-558 5 3 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1110 285-299 22 W 4 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1111 285-299-389-558 11 5 3936 GS GM 11/11/2010 AO VT GMPE
Monday, November 29, 2010 Page 74 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
11/11/2010 1-1112 299-389-390-558 3 2 84 LI GM 11/11/2010 AO VT GMPE
11/11/2010 1-1113 390-558 15 W 4 2 84 LI GM 11/11/2010 AO VT GM1-203 PE
11/11/2010 1-1114 389-390-558 3 3 84 LI GM 11/11/2010 AO VT GMPE
11/11/2010 1-1115 391-392-558 3 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1116 392-394-558 3 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1117 394-400-558 2 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1118 400-404-558 2 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1119 404-407-558 2 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1120 407-408-558 3 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1121 408-410-558 3 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1122 410-412-558 3 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1123 221-224-558 2 2 84 LI GM 11/11/2010 AO VT GMPE
11/11/2010 1-1124 224-558 167 W 2 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1125 224-558 78 W 4 2 3936 GS GM 11/11/2010 AO VT GM1-204 PE
11/11/2010 1-1126 224-558 57 W 3 3 3936 GS GM 11/11/2010 AO VT GMPE
Monday, November 29, 2010 Page 75 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
11/11/2010 1-1127 224-557-558-559 4 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1128 224-557-559-R1106 3 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1129 221-558 29 W 3 2 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1130 221-224-558-R-1123 3 3 3936 GS GM 11/11/2010 AO VT GMPE
11/11/2010 1-1131 221-558 15 W 2 2 84 LI GM 11/11/2010 AO VT GMPE
11/11/2010 1-1132 223-224 415 W 2 2 84 LI GM 11/11/2010 AO VT GMPE
11/12/2010 1-1133 413-558-560 2 2 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1134 221-560-558 29 E 4 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1135 221-558 50 W 4 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1136 560 11 W 1 S 2 2 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1137 413-445-560 2 2 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1138 445-446-560 3 2 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1139 446-448-560-561 5 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1140 221-560-561 3 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1141 448-449-561 2 2 3936 GS GM 11/12/2010 AG VT GMPE
Monday, November 29, 2010 Page 76 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
11/12/2010 1-1142 221-561 58 W 2 2 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1143 449-457-561 3 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1144 457-458-561 3 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1145 458-462-561 3 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1146 462-464-561 2 2 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1147 464-467-561 3 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1148 467-561-562 3 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1149 467-470-562 3 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1150 221-561-562 3 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1151 470-471-562 3 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1152 221-561 25 W 5 3 3936 GS GM 11/12/2010 AG VT GM1-208 PE
11/12/2010 1-1153 221-562 20 W 3 3 3936 GS GM 11/12/2010 AG VT GMPE
11/12/2010 1-1154 221-562 28 W 3 3 3936 GS GM 11/12/2010 AG VT GMPE
11/13/2010 1-1155 539-542 25 S 5 3 3936 GS GM 11/13/2010 AG VT GM1-207 PE
11/13/2010 1-1156 537-539 20 S 5 3 3936 GS GM 11/13/2010 AG VT GM1-206 PE
Monday, November 29, 2010 Page 77 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
11/13/2010 1-1157 536-538 6 N 5 3 3936 GS GM 11/13/2010 AG VT GM1-205 PE
11/13/2010 1-1158 515 43 E 9 S 24 7 3936 GS GM 11/13/2010 AG VT GMPE
11/13/2010 1-1159 515 27 E 9 S 3 3 3936 GS GM 11/13/2010 AG VT GMPE
11/9/2010 1-1160 449 2 S 7 W 2 3936 LL GM 11/13/2010 AG VT GMPE
11/12/2010 1-1161 412-413-558 2 2 3936 GS GM 11/12/2010 AG VT GMPE
11/16/2010 1-1162 471-477-562 5 4 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1163 477-479-562 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1164 479-562-563 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1165 479-480-482-563 5 3 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1166 482-483-563 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1167 483-488-563 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1168 488-489-563 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1169 489-492-494-563 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1170 494-495-563 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1171 495-502-563 2 2 3936 GS VH 11/16/2010 AG VT VHPE
Monday, November 29, 2010 Page 78 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
11/16/2010 1-1172 221-562 40 E 5 3 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1173 221-562 31 E 6 3 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1174 221-515-562-563 14 6 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1175 515 5 W 1 N 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1176 515 5 W 4 N 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1177 515 223 W 2 N 3 2 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1178 515-564-565 7 4 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1179 515-563-564 6 6 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1180 502-563-564 4 3 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1181 502-503-564 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1182 503-505-564 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1183 505-507-564 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1184 507-508-564 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1185 508-509-564 6 6 3936 GS VH 11/16/2010 AG VT VHPE
11/16/2010 1-1186 509-514-564 3 3 3936 GS VH 11/16/2010 AG VT VHPE
Monday, November 29, 2010 Page 79 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
11/16/2010 1-1187 514-564-565 4 3 3936 GS VH 11/16/2010 AG VT VHPE
11/17/2010 1-1188 515-517-656-566 6 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1189 565-566-567 2 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1190 565-567-568 3 3 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1191 514-565-568 2 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1192 514-568 8 W 11 3 3936 GS VH 11/17/2010 AG VT VHPE
11/18/2010 1-1193 567-568-569 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1194 566-571 10 W 5 2 3936 GS VH 11/18/2010 AG VT VH1-202 PE
11/18/2010 1-1195 566-570-571 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1196 517-548-566-570 8 4 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1197 548-549-550-570 17 4 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1198 550-551-570-571 4 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1199 551-556-571 4 4 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1200 556-571-573 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1201 571-572-573 2 2 3936 GS VH 11/18/2010 AG VT VHPE
Monday, November 29, 2010 Page 80 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Secondary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repair
Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Secondary
Installer: American Environmental Group
11/18/2010 1-1202 566-571-572-574 6 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1203 566-567-574 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1204 567-569-574 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1205 569-572-574 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/23/2010 1-1206 457-458-561 3 2 3936 GS VH 11/23/2010 AG VT VHPE
11/23/2010 1-1207 561 66 W 2 N 3 2 3936 GS VH 11/23/2010 AG VT VHPE
Monday, November 29, 2010 Page 81 of 81
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
7/21/2010 1-0001 7-8 4 W 6 3 75 MA CL 7/21/2010 MA VT CLPE
7/21/2010 1-0002 13-14 4 W 7 3 75 MA CL 7/21/2010 TC VT CLPE
7/21/2010 1-0003 1-2 10 E 5 3 75 MA CL 7/21/2010 TC VT CL1-001 PE
7/21/2010 1-0004 2-3 10 E 5 3 75 MA CL 7/21/2010 TC VT CL1-002 PE
7/21/2010 1-0005 10-11 12 E 6 3 75 MA CL 7/21/2010 JS VT CL1-004 PE
7/21/2010 1-0006 9-10 12 E 5 3 75 MA CL 7/21/2010 JS VT CL1-003 PE
7/22/2010 1-0007 15-16 3 W 6 3 75 MA CL 7/22/2010 JO VT CLPE
7/22/2010 1-0008 18-19 4 W 7 5 75 MA CL 7/22/2010 JO VT CLPE
7/22/2010 1-0009 10 10 N 8 W 6 3 75 MA CL 7/22/2010 JO VT CLPE
7/23/2010 1-0010 15-16 15 E 5 3 75 MA VH 7/23/2010 LI VT VH1-005 PE
7/23/2010 1-0011 17-18 6 E 5 3 75 MA VH 7/23/2010 LI VT VH1-006 PE
8/12/2010 1-0012 1-2-37 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0013 2-3-37 3 3 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0014 3-4-37 3 3 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0015 4-5-37 3 2 75 MA VH 8/16/2010 JS VT CLPE
Monday, November 29, 2010 Page 1 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
8/12/2010 1-0016 5-37 9 N 6 3 75 MA VH 8/16/2010 JS VT CL1-011 PE
8/12/2010 1-0017 5-6-37 3 3 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0018 6-7-37 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0019 7-8-37 3 3 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0020 8-9-37 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0021 9-10-37 3 3 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0022 10-11-37 4 3 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0023 11-12-37 3 2 75 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0024 12-13-37 2 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0025 13-14-37 2 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0026 14-15-37 2 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0027 15-16-37 2 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0028 16-17-37 2 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0029 17-18-37 2 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0030 18-19-37 2 2 84 BO VH 8/16/2010 JS VT CLPE
Monday, November 29, 2010 Page 2 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
8/12/2010 1-0031 19-20-37 2 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0032 20-21-37 3 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0033 21-22-37 3 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0034 22-23-37 3 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0035 23-24-37 3 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0036 24-25-29-37 5 5 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0037 29-35-37-38 3 3 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0038 35-36-38-39 4 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0039 36-39 10 E 6 3 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0040 36-39-40-48 3 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0041 40-41-48-49 3 2 84 BO VH 8/16/2010 JS VT CLPE
8/12/2010 1-0042 52 3 S 12 W 2 2 84 LI VH 8/16/2010 JS VT CLPE
8/12/2010 1-0043 52 3 S 16 W 2 2 84 LI VH 8/16/2010 JS VT CLPE
8/12/2010 1-0044 41-42-49-50 3 2 84 LI VH 8/16/2010 JS VT CLPE
8/12/2010 1-0045 44-45-52-53 4 3 84 LI VH 8/16/2010 JS VT CLPE
Monday, November 29, 2010 Page 3 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
8/12/2010 1-0046 53 3 S 11 W 2 2 84 LI VH 8/16/2010 JS VT CLPE
8/12/2010 1-0047 53 3 S 14 W 2 2 84 LI VH 8/16/2010 JS VT CLPE
8/12/2010 1-0048 22-23 12 E 6 3 84 LI CL 8/16/2010 JS VT CL1-007 PE
8/12/2010 1-0049 42-43-50-51 4 2 84 LI VH 8/16/2010 JS VT CLPE
8/13/2010 1-0050 35-36 15 N 5 3 75 MA CL 8/16/2010 JS VT CL1-008 PE
8/13/2010 1-0051 36-40 14 N 5 3 75 MA CL 8/16/2010 JS VT CL1-012 PE
8/12/2010 1-0052 43-44-51-52 4 3 84 LI VH 8/16/2010 JS VT CLPE
8/12/2010 1-0053 48-49 30 S 6 2 84 LI VH 8/16/2010 JS VT CL1-015 PE
8/12/2010 1-0054 37-R68 5 2 84 BO VH 8/16/2010 JS VT CL1-022 PE
8/12/2010 1-0055 38-39 100 S 5 3 75 MA VH 8/16/2010 JS VT CL1-010 PE
8/12/2010 1-0056 49-50 60 S 6 3 75 MA VH 8/16/2010 JS VT CL1-016 PE
8/12/2010 1-0057 50-51 90 S 5 3 75 MA VH 8/16/2010 JS VT CL1-017 PE
8/12/2010 1-0058 51-52 120 S 6 2 75 MA VH 8/16/2010 JS VT CL1-018 PE
8/12/2010 1-0059 52-53 150 S 6 3 75 MA VH 8/16/2010 JS VT CL1-019 PE
8/12/2010 1-0060 53-54 165 S 3 2 75 MA VH 8/16/2010 JS VT CLPE
Monday, November 29, 2010 Page 4 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
8/12/2010 1-0061 53-54 175 S 6 3 75 MA VH 8/16/2010 JS VT CL1-020 PE
8/12/2010 1-0062 53-54 307 S 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0063 53-54 344 S 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0064 53-54 407 S 6 3 75 MA VH 8/16/2010 JS VT CL1-021 PE
8/12/2010 1-0065 39-48 40 N 6 4 75 MA VH 8/16/2010 JS VT CL1-014 PE
8/12/2010 1-0066 53-54 139 S 4 3 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0067 50-51 144 S 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0068 37-38 50 S 5 2 84 BO VH 8/12/2010 MA VT CL1-009 PE
8/12/2010 1-0069 25-29-30 3 3 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0070 28-33-34 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0071 28-32-33 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0072 27-28-32 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0073 27-31-32 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0074 26-27-31 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0075 26-30-31 3 2 75 MA VH 8/16/2010 JS VT CLPE
Monday, November 29, 2010 Page 5 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
8/12/2010 1-0076 25-26-30 3 2 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0077 43-44 4 S 3 3 84 LI VH 8/12/2010 MA VT CLPE
8/12/2010 1-0078 44-45 7 S 3 2 84 LI VH 8/16/2010 JS VT CLPE
8/12/2010 1-0079 46 6 S 2 W 3 3 84 LI VH 8/16/2010 JS VT CLPE
8/13/2010 1-0080 38 10 S 10 W 7 4 75 MA VH 8/16/2010 JS VT CLPE
8/13/2010 1-0081 49 4 S 12 W 7 3 75 MA VH 8/16/2010 JS VT CLPE
8/13/2010 1-0082 42-50 12 W 10 7 75 MA VH 8/16/2010 JS VT CLPE
8/13/2010 1-0083 45-46 19 N 6 3 75 MA VH 8/16/2010 JS VT CL1-013 PE
8/12/2010 1-0084 22-23 4 S 4 3 75 MA VH 8/16/2010 JS VT CLPE
8/12/2010 1-0085 25-26 4 W 4 3 75 MA VH 8/12/2010 MA VT CLPE
8/13/2010 1-0086 51 4 S 12 W 7 4 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0087 47-55 20 N 6 3 75 MA VH 8/16/2010 JS VT CL1-023 PE
8/14/2010 1-0088 61-62 20 N 5 2 75 MA VH 8/16/2010 JS VT CL1-024 PE
8/14/2010 1-0089 54-63 75 S 5 2 75 MA VH 8/16/2010 JS VT CL1-025 PE
8/14/2010 1-0090 63-64 125 S 5 2 75 MA VH 8/16/2010 JS VT CL1-026 PE
Monday, November 29, 2010 Page 6 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
8/14/2010 1-0091 65-66 100 S 5 2 75 MA VH 8/16/2010 JS VT CL1-028 PE
8/14/2010 1-0092 67-68-69 3 3 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0093 68-69-75 3 3 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0094 69-70-75 3 3 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0095 69-70 11 W 6 3 75 MA VH 8/16/2010 JS VT CL1-030 PE
8/14/2010 1-0096 67-69-70 3 3 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0097 67-70 8 S 6 3 75 MA VH 8/16/2010 JS VT CL1-031 PE
8/14/2010 1-0098 75-78-79 4 3 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0099 75-82-83 3 2 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0100 67-73-74 2 2 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0101 73-74-75 3 2 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0102 67-72-73 3 2 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0103 72-73-75 3 2 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0104 75-81-82 3 3 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0105 75-77-78 3 3 75 MA VH 8/16/2010 JS VT CLPE
Monday, November 29, 2010 Page 7 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
8/14/2010 1-0106 75-76-77 3 3 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0107 75-80-81 3 3 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0108 72-75 25 S 6 3 84 BO VH 8/16/2010 JS VT CL1-032 PE
8/14/2010 1-0109 71-72-75 3 3 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0110 67-71-72 3 3 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0111 66-67 250 S 4 3 84 BO VH 8/16/2010 JS VT CL1-029 PE
8/14/2010 1-0112 69-R95 6 3 75 MA VH 8/16/2010 JS VT CL1-034 PE
8/14/2010 1-0113 45-46-53-54 6 5 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0114 54 4 S 12 W 7 3 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0115 46-47-54-63 6 3 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0116 75-79 25 S 3 2 84 BO VH 8/16/2010 JS VT CL1-033 PE
8/14/2010 1-0117 70-71-75 3 3 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0118 67-70-71 6 3 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0119 75-79-80 6 3 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0120 47-55-63-64 6 3 75 MA VH 8/16/2010 JS VT CLPE
Monday, November 29, 2010 Page 8 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
8/14/2010 1-0121 55-56-64-65 6 3 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0122 56-57-65-66 6 3 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0123 57-58-66-67 6 3 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0124 58-59-67-68-84 8 7 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0125 59-84 10 W 5 3 84 BO VH 8/16/2010 JS VT CL1-035 PE
8/14/2010 1-0126 59-60-68-75-84 7 6 75 MA VH 8/16/2010 JS VT CLPE
8/14/2010 1-0127 60-61-75-76 6 3 84 BO VH 8/16/2010 JS VT CLPE
8/14/2010 1-0128 64-65 300 S 4 3 84 BO VH 8/16/2010 JS VT CL1-027 PE
8/18/2010 1-0129 47-55 5 S 2 2 75 MA CL 8/18/2010 JS VT CLPE
8/20/2010 1-0130 40-41 6 S 8 3 84 LI CL 8/20/2010 JS VT CL1-012A2 PE
8/20/2010 1-0131 36-40 4 N 9 3 84 LI CL 8/20/2010 JS VT CL1-012A PE
8/20/2010 1-0132 36-40 27 N 23 3 84 LI CL 8/20/2010 JS VT CL1-012B PE
9/8/2010 1-0133 85-86 360 S 6 2 75 MA VH 9/9/2010 TC VT VH1-037 PE
9/8/2010 1-0134 86-87 385 S 5 2 75 MA VH 9/9/2010 TC VT VH1-038 PE
9/8/2010 1-0135 87-88 210 S 5 2 75 MA VH 9/9/2010 TC VT VH1-039 PE
Monday, November 29, 2010 Page 9 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/8/2010 1-0136 88-89 160 S 5 3 75 MA VH 9/9/2010 TC VT VH1-040 PE
9/8/2010 1-0137 90-91 385 S 6 3 75 MA VH 9/9/2010 TC VT VH1-042 PE
9/8/2010 1-0138 89-90 415 S 5 2 75 MA VH 9/9/2010 TC VT VH1-041 PE
9/8/2010 1-0139 91-92 360 S 5 2 75 MA VH 9/9/2010 TC VT VH1-043 PE
9/8/2010 1-0140 92-93 280 S 5 2 75 MA VH 9/9/2010 TC VT VH1-044 PE
9/8/2010 1-0141 93-94 310 S 5 2 75 MA VH 9/9/2010 TC VT VH1-045 PE
9/8/2010 1-0142 94-95 335 S 5 2 75 MA VH 9/9/2010 TC VT VH1-046 PE
9/8/2010 1-0143 95-96 155 S 5 2 75 MA VH 9/9/2010 TC VT VH1-047 PE
9/8/2010 1-0144 96-97 125 S 5 3 75 MA VH 9/9/2010 TC VT VH1-048 PE
9/9/2010 1-0145 97-98 30 S 6 2 84 LI VH 9/9/2010 TC VT VH1-049 PE
9/9/2010 1-0146 98-99 60 S 5 2 84 LI VH 9/9/2010 TC VT VH1-050 PE
9/8/2010 1-0147 99-100 70 S 5 2 84 LI VH 9/9/2010 TC VT VH1-051 PE
9/8/2010 1-0148 100-101 80 S 5 2 84 LI VH 9/9/2010 TC VT VH1-052 PE
9/8/2010 1-0149 101-102 200 S 5 3 84 LI VH 9/9/2010 TC VT VH1-053 PE
9/8/2010 1-0150 102-103 220 S 5 3 84 LI VH 9/9/2010 TC VT VH1-054 PE
Monday, November 29, 2010 Page 10 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/8/2010 1-0151 103-104 250 S 5 3 84 LI VH 9/9/2010 TC VT VH1-055 PE
9/8/2010 1-0152 104-105 260 S 5 3 84 LI VH 9/9/2010 TC VT VH1-056 PE
9/8/2010 1-0153 105-106 300 S 6 3 84 LI VH 9/9/2010 TC VT VH1-057 PE
9/8/2010 1-0154 106-107 355 S 5 3 84 LI VH 9/9/2010 TC VT VH1-058 PE
9/8/2010 1-0155 107-108 370 S 5 3 84 LI VH 9/9/2010 TC VT VH1-059 PE
9/8/2010 1-0156 108-109 30 S 5 2 84 LI VH 9/9/2010 TC VT VH1-060 PE
9/8/2010 1-0157 109-110 60 S 5 2 84 LI VH 9/9/2010 TC VT VH1-061 PE
9/8/2010 1-0158 110-111 90 S 6 2 84 LI VH 9/9/2010 TC VT VH1-062 PE
9/8/2010 1-0159 111-112 120 S 7 2 84 LI VH 9/9/2010 TC VT VH1-063 PE
9/8/2010 1-0160 112-113 150 S 6 2 84 LI VH 9/9/2010 TC VT VH1-064 PE
9/8/2010 1-0161 113-114 180 S 6 2 84 LI VH 9/9/2010 TC VT VH1-065 PE
9/8/2010 1-0162 114-115 220 S 6 3 84 LI VH 9/9/2010 TC VT VH1-066 PE
9/8/2010 1-0163 115-116 250 S 6 2 84 LI VH 9/9/2010 TC VT VH1-067 PE
9/8/2010 1-0164 76-77-85 3 3 75 MA VH 9/9/2010 TC VT VHPE
9/8/2010 1-0165 81-82-85 2 2 75 MA VH 9/9/2010 TC VT VHPE
Monday, November 29, 2010 Page 11 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/8/2010 1-0166 81-85 9 S 5 2 75 MA VH 9/9/2010 TC VT VH1-036 PE
9/8/2010 1-0167 80-81-85 3 3 75 MA VH 9/9/2010 TC VT VHPE
9/8/2010 1-0168 79-80-85 3 3 75 MA VH 9/9/2010 TC VT VHPE
9/8/2010 1-0169 78-79-85 3 3 75 MA VH 9/9/2010 TC VT VHPE
9/8/2010 1-0170 77-78-85 3 3 75 MA VH 9/9/2010 TC VT VHPE
9/8/2010 1-0171 82-83-85 3 2 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0172 61-62-76-85 9 8 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0173 62-85-86-117 7 3 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0174 86-87-117-118 7 2 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0175 87-88-118-119 7 3 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0176 88-119 6 W 2 2 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0177 119 110 S 10 F 118 2 2 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0178 119 104 S 10 F 118 2 2 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0179 88-89-119-120 6 3 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0180 89-90-120-121 8 2 75 MA VH 9/9/2010 TC VT VHPE
Monday, November 29, 2010 Page 12 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/9/2010 1-0181 90-121-122 3 3 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0182 90-91-122 3 3 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0183 91-122-123 3 3 75 MA VH 9/10/2010 TC VT VHPE
9/9/2010 1-0184 91-92-123 4 3 75 MA VH 9/10/2010 TC VT VHPE
9/9/2010 1-0185 92-123-124 3 3 75 MA VH 9/10/2010 TC VT VHPE
9/9/2010 1-0186 92-93-124 3 3 75 MA VH 9/10/2010 TC VT VHPE
9/9/2010 1-0187 93-124-125 3 3 75 MA VH 9/10/2010 TC VT VHPE
9/9/2010 1-0188 93-94-125 3 3 75 MA VH 9/10/2010 TC VT VHPE
9/9/2010 1-0189 125-126 95 S 5 2 75 MA JO 9/10/2010 TC VT JO1-068 PE
9/9/2010 1-0190 94-125-126 2 2 75 MA JO 9/10/2010 TC VT JOPE
9/9/2010 1-0191 94-95-126 2 2 75 MA JO 9/10/2010 TC VT JOPE
9/9/2010 1-0192 126-127 95 S 5 2 75 MA JO 9/10/2010 TC VT JO1-069 PE
9/9/2010 1-0193 95-126-127 3 2 75 MA JO 9/10/2010 TC VT JOPE
9/9/2010 1-0194 95-96-127 2 2 75 MA JO 9/10/2010 TC VT JOPE
9/9/2010 1-0195 127-128 95 S 5 2 75 MA JO 9/10/2010 TC VT JO1-070 PE
Monday, November 29, 2010 Page 13 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/9/2010 1-0196 96-127-128 3 3 75 MA JO 9/10/2010 TC VT JOPE
9/9/2010 1-0197 96-97-128 3 2 75 MA JO 9/10/2010 TC VT JOPE
9/9/2010 1-0198 97-128 7 W 5 2 75 MA JO 9/10/2010 TC VT JO1-075 PE
9/9/2010 1-0199 97-128-129 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0200 97-98-129 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0201 98-129-130 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0202 98 2 S 3 F 99 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0203 98-99-130 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0204 99-130-131 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0205 99-100-131 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0206 100-131-132 3 3 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0207 100-101-132 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0208 101-132-133 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0209 101-102-133 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0210 102-133-134 2 2 84 LI JO 9/10/2010 TC VT JOPE
Monday, November 29, 2010 Page 14 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/9/2010 1-0211 102-103-134 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0212 103-134-135 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0213 103-104-135 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0214 104-135-136 3 3 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0215 104-105-136 3 3 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0216 105-136-137 3 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0217 105-106-137 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0218 106-137-138 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0219 106-107-138 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0220 107-138-139 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0221 107-108-139 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0222 139-140 90 S 5 2 84 LI JO 9/10/2010 TC VT JO1-071 PE
9/9/2010 1-0223 108-139-140 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0224 108-109-140 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0225 140-141 95 S 5 2 84 LI JO 9/10/2010 TC VT JO1-072 PE
Monday, November 29, 2010 Page 15 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/9/2010 1-0226 109-140-141 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0227 109-110-141-142 15 3 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0228 110-111-142 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0229 142-143 95 S 10 2 84 LI JO 9/10/2010 TC VT JO1-073 PE
9/9/2010 1-0230 111-142-143 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0231 112-143 3 W 7 2 84 LI JO 9/10/2010 TC VT JO1-076 PE
9/9/2010 1-0232 112-143-144 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0233 112-113-144 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0234 113-144-145 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0235 113-114-145 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0236 114-145-146 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0237 114-115-146 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0238 115-146-147 2 2 84 LI JO 9/9/2010 TC VT JOPE
9/9/2010 1-0239 115-116-147 2 2 84 LI JO 9/10/2010 TC VT JOPE
9/9/2010 1-0240 148-149 100 S 5 2 84 LI JO 9/10/2010 TC VT JO1-074 PE
Monday, November 29, 2010 Page 16 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/9/2010 1-0241 108-109 10 S 4 2 84 LI VH 9/9/2010 TC VT VHPE
9/9/2010 1-0242 86-87 51 S 4 3 75 MA VH 9/9/2010 TC VT VHPE
9/9/2010 1-0243 119 98 S 10 F 118 2 2 75 MA VH 9/10/2010 TC VT VHPE
9/9/2010 1-0244 118-119 30 S 3 2 75 MA VH 9/10/2010 TC VT VHPE
9/9/2010 1-0245 120-121 8 S 3 2 75 MA VH 9/10/2010 TC VT VHPE
9/15/2010 1-0246 151-152 102 W 5 2 75 MA JO 9/15/2010 TC VT JO1-077 PE
9/15/2010 1-0247 155-156 100 W 8 3 75 MA JO 9/15/2010 TC VT JO1-078 PE
9/15/2010 1-0248 1-150 11 W 3 3 75 MA JO 9/15/2010 TC VT JOPE
9/26/2010 1-0250 115-116-161 3 3 75 MA VH 9/28/2010 AO VT JOPE
9/28/2010 1-0251 114-115-161 3 3 75 MA VH 9/29/2010 AO VT GMPE
9/28/2010 1-0252 113-114-161 3 3 75 MA VH 9/29/2010 AO VT GMPE
9/28/2010 1-0253 112-113-161 3 3 75 MA VH 9/29/2010 AO VT GMPE
9/28/2010 1-0254 111-112-161 3 3 75 MA VH 9/29/2010 AO VT GMPE
9/28/2010 1-0255 110-111-161 3 3 75 MA VH 9/29/2010 AO VT GMPE
9/28/2010 1-0256 161 377 W 4 S 2 2 75 MA VH 9/29/2010 AO VT GMPE
Monday, November 29, 2010 Page 17 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/28/2010 1-0257 109-110-161 3 3 75 MA VH 9/29/2010 AC VT VHPE
9/28/2010 1-0258 108-109-161 3 3 75 MA VH 9/29/2010 AC VT VHPE
9/28/2010 1-0259 107-108-161 3 3 75 MA VH 9/29/2010 AC VT VHPE
9/28/2010 1-0260 107-161-162 4 4 75 MA VH 9/29/2010 AC VT VHPE
9/28/2010 1-0261 161-162-163 3 2 75 MA VH 9/29/2010 AC VT VHPE
9/28/2010 1-0262 161-163-164 3 3 75 MA VH 9/29/2010 AC VT VHPE
9/28/2010 1-0263 161-164-165 6 3 75 MA VH 9/29/2010 AC VT VHPE
9/28/2010 1-0264 161-165-166 3 2 75 MA VH 9/29/2010 AO VT VHPE
9/28/2010 1-0265 161-166-167 3 2 75 MA VH 9/29/2010 AO VT GMPE
9/28/2010 1-0266 161-167-168 3 3 75 MA VH 9/29/2010 AO VT GMPE
9/28/2010 1-0267 161-168-170 2 2 75 MA VH 9/29/2010 AO VT GMPE
9/28/2010 1-0268 161-170-172 3 2 75 MA VH 9/29/2010 AO VT VHPE
9/28/2010 1-0269 161-172-174 3 3 75 MA VH 9/29/2010 AO VT VHPE
9/28/2010 1-0270 161-174-176 3 2 75 MA VH 9/29/2010 AO VT VHPE
9/28/2010 1-0271 161-176-178 3 2 75 MA VH 9/29/2010 AO VT VHPE
Monday, November 29, 2010 Page 18 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/28/2010 1-0272 161-178-181 3 2 75 MA VH 9/29/2010 AO VT VHPE
9/28/2010 1-0273 176-177-178 4 3 75 MA VH 9/28/2010 AO VT VHPE
9/28/2010 1-0274 177-178-180 4 3 75 MA VH 9/29/2010 AO VT VHPE
9/28/2010 1-0275 178-180-181 3 3 75 MA VH 9/29/2010 AO VT VHPE
9/28/2010 1-0276 177-179-180 3 2 75 MA VH 9/29/2010 AO VT VHPE
9/28/2010 1-0277 95-96-177-179 5 3 75 MA VH 9/29/2010 AO VT VHPE
9/28/2010 1-0278 96-97-175-177 4 3 75 MA VH 9/28/2010 AO VT VHPE
9/28/2010 1-0279 175-176-177 3 2 75 MA VH 9/29/2010 AO VT GMPE
9/28/2010 1-0280 97-98-173-175 3 2 75 MA VH 9/29/2010 AO VT VHPE
9/28/2010 1-0281 173-175-176 3 2 75 MA VH 9/29/2010 AO VT VHPE
9/29/2010 1-0282 173-174-176 4 3 75 MA VH 9/29/2010 AO VT VHPE
9/29/2010 1-0283 98-99-171-173 7 5 75 MA VH 9/29/2010 MA VT VHPE
9/29/2010 1-0284 171-172-173 3 2 75 MA VH 9/29/2010 AO VT VHPE
9/29/2010 1-0285 172-173-174 3 3 75 MA VH 9/29/2010 AO VT VHPE
9/29/2010 1-0286 170-171-172 3 2 75 MA VH 9/29/2010 AO VT VHPE
Monday, November 29, 2010 Page 19 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/29/2010 1-0287 169-170-171 3 2 75 MA VH 9/29/2010 AO VT VHPE
9/29/2010 1-0288 99-100-169-171 4 2 75 MA VH 9/29/2010 MA VT VHPE
9/29/2010 1-0289 100-101-168-169 4 2 75 MA VH 9/29/2010 AO VT VHPE
9/29/2010 1-0290 168-169-170 4 2 75 MA VH 9/29/2010 AO VT VHPE
9/29/2010 1-0291 101-102-167-168 3 3 75 MA VH 9/29/2010 AO VT VHPE
9/29/2010 1-0292 102-103-166-167 4 2 75 MA VH 9/29/2010 AO VT VHPE
9/29/2010 1-0293 103-104-165-166 4 2 75 MA VH 9/29/2010 AO VT VHPE
9/29/2010 1-0294 104-105-164-165 3 2 75 MA VH 9/29/2010 AO VT VHPE
9/29/2010 1-0295 105-106-163-164 3 2 75 MA VH 9/29/2010 AO VT GMPE
9/29/2010 1-0296 106-107-162-163 3 2 75 MA VH 9/29/2010 AO VT GMPE
9/29/2010 1-0297 164-165 15 S 5 4 75 MA VH 9/29/2010 AC VT VH1-081 PE
9/29/2010 1-0298 161-165-R263 5 4 75 MA VH 9/29/2010 AC VT VHPE
9/29/2010 1-0299 160-161 70 W 6 3 75 MA VH 9/29/2010 AO VT GM1-079 PE
9/29/2010 1-0300 180-181 11 W 6 2 75 MA VH 9/29/2010 AO VT VH1-082 PE
9/29/2010 1-0301 97-175 14 W 6 2 75 MA VH 9/29/2010 AO VT VH1-083 PE
Monday, November 29, 2010 Page 20 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
9/29/2010 1-0302 111-161 15 W 5 3 75 MA VH 9/29/2010 AO VT GM1-080 PE
10/20/2010 1-0303 159-184 2 W 3 2 84 RA GM 10/27/2010 AO VT GMPE
10/20/2010 1-0304 188-189 22 W 8 3 84 RA GM 10/26/2010 TC VT GMPE
10/24/2010 1-0305 88-89-207-209 3 3 75 MA VH 10/26/2010 AO VT GMPE
10/24/2010 1-0306 89-90-206-207 3 2 75 MA VH 10/26/2010 AO VT GMPE
10/24/2010 1-0307 90-91-204-206 12 2 75 MA VH 10/26/2010 AO VT GMPE
10/24/2010 1-0308 91-92-203-204 3 3 75 MA VH 10/26/2010 AO VT GMPE
10/24/2010 1-0309 92-93-202-203 3 3 75 MA VH 10/26/2010 AO VT GMPE
10/24/2010 1-0310 93-94-201-202 3 3 75 MA VH 10/26/2010 AO VT GMPE
10/24/2010 1-0311 94-95-179-201 11 4 75 MA VH 10/26/2010 AO VT GMPE
10/24/2010 1-0312 179-180-201 3 3 75 MA VH 10/26/2010 AO VT GMPE
10/24/2010 1-0313 206 55 S 13 W 9 2 75 MA VH 10/26/2010 TC VT GMPE
10/24/2010 1-0314 203-204-205 3 2 75 MA VH 10/26/2010 TC VT GMPE
10/24/2010 1-0315 204-205-206 4 4 75 MA VH 10/26/2010 TC VT GMPE
10/24/2010 1-0316 161-181-198-201 11 4 75 MA GM 10/26/2010 TC VT MCPE
Monday, November 29, 2010 Page 21 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
10/24/2010 1-0317 198-201-202 3 3 84 LI GM 10/26/2010 TC VT MCPE
10/24/2010 1-0318 198-202-203 3 3 84 LI GM 10/26/2010 TC VT MCPE
10/24/2010 1-0319 198-203-205 3 3 84 LI GM 10/26/2010 TC VT GMPE
10/24/2010 1-0320 198-199-205-206 10 3 75 MA GM 10/26/2010 TC VT GMPE
10/24/2010 1-0321 199-206-208 3 3 84 LI GM 10/26/2010 TC VT GMPE
10/24/2010 1-0322 199-208-209 3 3 84 LI GM 10/26/2010 TC VT GMPE
10/24/2010 1-0323 207-208-209 3 3 84 LI GM 10/26/2010 TC VT GMPE
10/24/2010 1-0324 206-207-208 3 3 75 MA GM 10/26/2010 TC VT GMPE
10/24/2010 1-0325 180-181-201 3 3 84 LI VH 10/26/2010 AO VT MCPE
10/25/2010 1-0326 193-194-195 3 3 75 MA GM 10/27/2010 AO VT GMPE
10/25/2010 1-0327 191-192 11 E 5 3 75 MA GM 10/26/2010 TC VT GMPE
10/26/2010 1-0328 188-189 13 E 5 3 75 MA GM 10/26/2010 TC VT GMPE
10/26/2010 1-0329 185-186 11 E 5 3 75 MA GM 10/26/2010 TC VT GM1-085 PE
10/26/2010 1-0330 159-184 12 E 5 3 75 MA GM 10/26/2010 TC VT GM1-084 PE
10/25/2010 1-0331 192-193-195 3 3 75 MA GM 10/27/2010 AO VT GMPE
Monday, November 29, 2010 Page 22 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
10/26/2010 1-0332 206-207 50 S 5 3 75 MA GM 10/26/2010 TC VT GM1-086 PE
10/26/2010 1-0333 207-209 30 S 6 3 75 MA GM 10/26/2010 AO VT GM1-087 PE
10/26/2010 1-0334 204-205 15 W 5 3 75 MA GM 10/26/2010 TC VT GM1-088 PE
10/26/2010 1-0335 202-203 100 S 8 3 75 MA GM 10/26/2010 TC VT GM1-089 PE
10/26/2010 1-0336 207 51 S 10 W 7 3 75 MA GM 10/26/2010 TC VT GMPE
10/26/2010 1-0337 206 40 S 13 W 8 3 75 MA GM 10/26/2010 TC VT GMPE
10/29/2010 1-0338 210-211 13 S 5 3 75 MA GM 10/29/2010 AO VT MC1-090 PE
10/29/2010 1-0339 211-212 12 S 5 3 75 MA GM 11/11/2010 AO VT GM1-091 PE
10/29/2010 1-0340 214--215 17 S 5 3 75 MA GM 11/11/2010 AO VT GM1-092 PE
10/29/2010 1-0341 218-219 15 S 5 3 75 MA GM 11/11/2010 AG VT GM1-093 PE
10/29/2010 1-0342 220-221 18 S 5 3 75 MA GM 10/29/2010 AO VT MC1-094 PE
10/29/2010 1-0343 227-228 13 S 6 3 75 MA GM 10/29/2010 AO VT MC1-095 PE
10/29/2010 1-0344 237-238 20 S 6 3 75 MA GM 10/29/2010 AO VT MC1-098 PE
10/29/2010 1-0345 238-239 17 S 5 3 75 MA GM 10/29/2010 AO VT MC1-096 PE
10/29/2010 1-0346 241-242 20 S 5 3 75 MA GM 10/29/2010 AO VT MC1-097 PE
Monday, November 29, 2010 Page 23 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
10/29/2010 1-0347 250-251 20 S 10 3 75 MA GM 10/29/2010 AO VT MC1-099 PE
10/29/2010 1-0348 250-251 8 S 3 3 75 MA GM 10/29/2010 AO VT MCPE
10/29/2010 1-0349 252-253 17 S 10 3 75 MA GM 10/29/2010 AO VT MC1-100 PE
10/29/2010 1-0350 256-257 17 S 10 3 75 MA GM 10/29/2010 AO VT MC1-101 PE
10/29/2010 1-0351 222 5 N 9 W 4 3 75 MA GM 10/29/2010 MA VT GMPE
10/29/2010 1-0352 182 131 W 7 S 8 7 75 MA GM 10/29/2010 PS VT GMPE
10/31/2010 1-0353 263-264 3 E 3 3 84 LI GM 10/31/2010 PS VT GMPE
10/31/2010 1-0354 262-263 4 E 4 3 84 LI GM 10/31/2010 PS VT GMPE
10/31/2010 1-0355 261-262 3 E 4 3 84 LI GM 10/31/2010 PS VT GMPE
10/31/2010 1-0356 259-260 8 N 2 2 84 LI GM 10/31/2010 PS VT GMPE
10/31/2010 1-0357 267 3 E 6 N 7 4 84 LI GM 10/31/2010 PS VT GMPE
10/31/2010 1-0358 260-261-262 3 3 84 LI GM 10/31/2010 PS VT GMPE
10/31/2010 1-0359 259-260-262 3 3 84 LI GM 10/31/2010 PS VT GMPE
11/8/2010 1-0360 258-259 65 N 2 2 84 MA VH 11/14/2010 AG VT GMPE
11/12/2010 1-0361 322-501-502 3 3 84 LI VH 11/14/2010 AG VT VHPE
Monday, November 29, 2010 Page 24 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/12/2010 1-0362 323-501502 3 3 84 LI VH 11/14/2010 AG VT VHPE
11/9/2010 1-0363 263-264 61 E 3 3 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0364 264-265-266 3 2 84 LI VH 11/16/2010 AG VT GMPE
11/3/2010 1-0365 200-324-325 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0366 200-322-324 3 2 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0367 200-320-322 3 25 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0368 200-320 17 W 5 3 75 MA GM 11/10/2010 AO VT GM1-127 PE
11/3/2010 1-0369 200-319-320 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0370 200-317-319 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0371 200-315-317 2 2 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0372 200-314-315 2 2 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0373 200-313-314 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0374 200-311-313 2 2 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0375 200-310-311 2 2 84 LI GM 11/10/2010 AO VT GMPE
11/3/2010 1-0376 200-308-310 2 2 84 LI GM 11/10/2010 AO VT GMPE
Monday, November 29, 2010 Page 25 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/3/2010 1-0377 200-306-308 2 2 84 LI GM 11/10/2010 AO VT GMPE
11/3/2010 1-0378 200-305-306 2 2 84 LI GM 11/10/2010 AO VT GMPE
11/3/2010 1-0379 200-303-305 3 3 84 LI GM 11/10/2010 AO VT GMPE
11/3/2010 1-0380 200-302-303 2 2 84 LI GM 11/10/2010 AO VT GMPE
11/3/2010 1-0381 199-200-300-302 7 3 84 LI GM 11/10/2010 AO VT GMPE
11/3/2010 1-0382 199-299-300 2 2 84 LI GM 11/10/2010 AO VT GMPE
11/3/2010 1-0383 199-209-299 3 3 84 LI GM 11/10/2010 AO VT GMPE
11/7/2010 1-0384 209-299 195 S 5 3 75 MA GM 11/10/2010 AO VT GM1-115 PE
11/7/2010 1-0385 299-300 170 S 5 3 75 MA GM 11/10/2010 AO VT GM1-111 PE
11/3/2010 1-0386 302-303 190 S 5 3 84 LI GM 11/10/2010 AO VT GM1-113 PE
11/7/2010 1-0387 305-306 120 S 5 3 75 MA GM 11/10/2010 AO VT GM1-114 PE
11/3/2010 1-0388 306-308 15 N 3 3 84 LI GM 11/10/2010 AO VT GMPE
11/3/2010 1-0389 308-309-310 2 2 84 LI GM 11/10/2010 AO VT GMPE
11/3/2010 1-0390 309-310-311 3 2 84 LI GM 11/10/2010 AO VT GMPE
11/3/2010 1-0391 314-315 275 S 5 3 75 MA GM 11/10/2010 AO VT GM1-117 PE
Monday, November 29, 2010 Page 26 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/3/2010 1-0392 317-318-319 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0393 318-319-320 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0394 318-320 345 S 5 3 75 MA GM 11/10/2010 AO VT GM1-121 PE
11/3/2010 1-0395 322-324 60 S 6 3 75 MA GM 11/10/2010 AO VT GM1-123 PE
11/3/2010 1-0396 324-325 45 S 5 3 75 MA GM 11/10/2010 AO VT GM1-125 PE
11/3/2010 1-0397 323-324-325 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0398 322-323-324 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0399 316-317-318 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0400 315-316-317 3 38 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0401 312-313-314 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0402 311-312-313 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0403 312-314 155 S 5 3 75 MA GM 11/10/2010 AO VT GM1-119 PE
11/3/2010 1-0404 311-312 155 S 5 3 75 MA GM 11/10/2010 AO VT GM1-118 PE
11/7/2010 1-0405 308-309 45 S 5 3 75 MA GM 11/11/2010 AO VT GM1-116 PE
11/3/2010 1-0406 325-326 186 S 5 3 75 MA GM 11/10/2010 AO VT GM1-124 PE
Monday, November 29, 2010 Page 27 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/3/2010 1-0407 321-322-323 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0408 321-322 15 W 5 3 75 MA GM 11/10/2010 AG VT GM1-122 PE
11/3/2010 1-0409 320-321-322 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0410 307-308-309 3 2 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0411 306-307-308 4 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0412 304-305-306 7 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0413 303-304-305 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0414 301-302-303 2 2 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0415 301-302 12 W 5 3 75 MA GM 11/11/2010 AO VT GM1-112 PE
11/7/2010 1-0416 300-301-302 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0417 316-318 25 S 5 3 75 MA GM 11/10/2010 AG VT GM1-120 PE
11/3/2010 1-0418 326-327-328 2 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0419 327-328-329 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0420 328-329-330 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0421 192-195-330 3 3 75 MA GM 11/10/2010 AG VT GMPE
Monday, November 29, 2010 Page 28 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/3/2010 1-0422 191-192-330 4 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0423 190-191-330 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0424 189-190-330 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0425 188-189-330 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0426 187-188-330 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0427 187-330 9 W 5 3 75 MA GM 11/10/2010 AG VT GM1-128 PE
11/3/2010 1-0428 186-187-330 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0429 185-186-330 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0430 184-185-330 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0431 184-329-330 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0432 159-184-329 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0433 158-159-329 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0434 157-158-329 4 4 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0435 156-157-329 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0436 155-156-329 3 3 75 MA GM 11/10/2010 AG VT GMPE
Monday, November 29, 2010 Page 29 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/3/2010 1-0437 154-155-329 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0438 153-154-329 7 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0439 152-153-329 4 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0440 151-152-329 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0441 150-151-329 4 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0442 1-37-150-329 12 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0443 195-196-328-330 7 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0444 196-197-328 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0445 197-328-332-333 3 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0446 182-197-333 5 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0447 82-183-331-333-R30 4 3 75 MA GM 11/5/2010 AO VT GMPE
11/3/2010 1-0448 200-326-332-333 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/3/2010 1-0449 200-325-326 4 4 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0450 200-331-333 2 2 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0451 331-R452 7 5 84 LI VH 11/5/2010 AO VT GMPE
Monday, November 29, 2010 Page 30 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/3/2010 1-0452 R451-183 18 5 84 LI VH 11/5/2010 AO VT GMPE
11/3/2010 1-0453 37-38-327-329 4 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0454 38-39-326-327 13 5 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0455 39-48-325-326 5 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0456 48-49-323-325 5 3 75 MA GM 11/10/2010 AG VT GMPE
11/3/2010 1-0457 49-50-321-323 5 3 75 MA GM 11/10/2010 AO VT GMPE
11/3/2010 1-0458 50-51-320-321 5 3 75 MA GM 11/11/2010 AO VT GMPE
11/5/2010 1-0459 414-415-417 4 3 84 LI GM 11/5/2010 AO VT GMPE
11/5/2010 1-0460 414-417 7 E 3 3 84 LI GM 11/5/2010 AO VT GMPE
11/5/2010 1-0461 415-417-418 4 3 84 LI GM 11/5/2010 AO VT GMPE
11/5/2010 1-0462 210-334-416 4 3 84 LI GM 11/5/2010 AO VT GMPE
11/5/2010 1-0463 183-414 123 NW 3 2 84 LI GM 11/5/2010 AO VT GMPE
11/5/2010 1-0464 183-414 133 NW 3 3 84 LI GM 11/5/2010 AO VT GMPE
11/5/2010 1-0465 210-416 56 N 3 3 84 LI GM 11/11/2010 AG VT GMPE
11/5/2010 1-0466 415-420-421 3 3 84 LI GM 11/11/2010 AG VT GMPE
Monday, November 29, 2010 Page 31 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/5/2010 1-0467 415-419-420 3 3 84 LI GM 11/11/2010 AG VT GMPE
11/5/2010 1-0468 415-418-419 3 3 84 LI GM 11/11/2010 AG VT GMPE
11/7/2010 1-0469 51 5 N 12 W 7 5 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0470 51-52-318-320 13 2 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0471 52-53-316-318 5 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0472 53-316 12 W 3 2 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0473 53-54-315-316 4 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0474 54-63-314-315 5 3 75 MA GM 11/10/2010 AO VT GMPE
11/7/2010 1-0475 63-64-312-314 5 3 75 MA GM 11/10/2010 AO VT GMPE
11/7/2010 1-0476 64-65-311-312 15 2 75 MA GM 11/10/2010 AO VT GM1-126 PE
11/7/2010 1-0477 65-66-309-311 5 3 75 MA GM 11/10/2010 AO VT GMPE
11/7/2010 1-0478 66-309 8 E 4 3 75 MA GM 11/10/2010 AO VT GMPE
11/7/2010 1-0479 66-67-307-309 24 4 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0480 67-74 13 N 24 2 75 MA GM 11/10/2010 AO VT GMPE
11/5/2010 1-0481 334-335-336 2 2 75 MA VH 11/5/2010 AO VT GMPE
Monday, November 29, 2010 Page 32 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/5/2010 1-0482 210-211-334-335 3 2 75 MA VH 11/5/2010 AO VT GMPE
11/5/2010 1-0483 335-336-337 3 2 75 MA VH 11/5/2010 AO VT GMPE
11/5/2010 1-0484 211-212-335-337 2 2 75 MA VH 11/5/2010 AO VT GMPE
11/5/2010 1-0485 212-213-337-338 2 2 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0486 337-338 20 S 5 2 75 MA VH 11/11/2010 AO VT GM1-130 PE
11/5/2010 1-0487 337-338 22 S 3 2 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0488 338-339-340 3 2 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0489 339-340 16 W 5 2 75 MA VH 11/11/2010 AO VT GM1-131 PE
11/5/2010 1-0490 339-340-341 4 2 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0491 341-342-343 4 3 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0492 342-343-344 2 2 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0493 213-214-338-340 2 2 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0494 214-215-340-341 3 2 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0495 215-216-341-343 2 2 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0496 216-217-343-344 3 2 75 MA VH 11/11/2010 AO VT GMPE
Monday, November 29, 2010 Page 33 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/5/2010 1-0497 217-218-344-346 5 2 75 MA GM 11/11/2010 AO VT GMPE
11/5/2010 1-0498 218-219-346-347 3 3 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0499 219-220-347-350 3 2 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0500 344-345-346 4 2 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0501 345-346-348 2 3 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0502 348 13 E 3 N 3 2 75 MA VH 11/5/2010 AO VT GMPE
11/5/2010 1-0503 346-347-348 3 3 75 MA VH 11/11/2010 AO VT GMPE
11/5/2010 1-0504 347-348-350 2 2 75 MA VH 11/5/2010 AO VT GMPE
11/5/2010 1-0505 348-350 40 S 3 2 75 MA VH 11/5/2010 AO VT GMPE
11/5/2010 1-0506 348-349-350 3 2 75 MA VH 11/5/2010 AO VT GMPE
11/5/2010 1-0507 349-350-351 2 2 75 MA VH 11/5/2010 AO VT GMPE
11/5/2010 1-0508 220-221-350-351 3 3 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0509 221-222-351-353 3 3 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0510 222-223-353-354 3 2 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0511 223-224-354-357 2 3 75 MA VH 11/11/2010 AG VT GMPE
Monday, November 29, 2010 Page 34 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/5/2010 1-0512 224-225-357-358 4 4 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0513 225-358 12 W 5 2 75 MA VH 11/11/2010 AG VT GM1-143 PE
11/5/2010 1-0514 225-226-358-364 3 2 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0515 226-227-364-369 5 2 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0516 351-353 118 S 5 2 75 MA VH 11/11/2010 AG VT GM1-133 PE
11/5/2010 1-0517 351-352-353 2 6 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0518 352-353-354 3 2 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0519 353-354 38 S 5 2 75 MA VH 11/11/2010 AG VT GM1-132 PE
11/5/2010 1-0520 354-356-357 3 2 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0521 356-357-359 3 2 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0522 357-358-359 3 2 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0523 358-359-363 3 2 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0524 354-355-356 2 2 75 MA VH 11/11/2010 AG VT GMPE
11/5/2010 1-0525 355-356 12 W 5 2 75 MA VH 11/5/2010 AO VT GM1-134 PE
11/5/2010 1-0526 355-356-359 3 2 75 MA VH 11/5/2010 AO VT GMPE
Monday, November 29, 2010 Page 35 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/5/2010 1-0527 355-359-360 2 2 75 MA VH 11/5/2010 AO VT GMPE
11/7/2010 1-0528 334-336 6 S 4 4 84 LI VH 11/11/2010 AO VT GMPE
11/7/2010 1-0529 335-336 12 E 5 2 84 LI VH 11/11/2010 AO VT GM1-129 PE
11/7/2010 1-0530 R529-335 12 E 5 2 84 LI VH 11/11/2010 AO VT GM1-176 PE
11/7/2010 1-0531 67-74-306-307 4 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0532 74-306 11 E 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0533 74-75-304-306 4 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0534 305 3 S 9 E 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0535 75-83-303-304 4 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0536 83-85-301-303 4 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0537 85-86-300-301 4 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0538 86-87-299-300 4 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0539 87-299 11 E 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0540 87-88-209-299 5 4 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0541 366-373 25 S 5 3 75 MA GM 11/11/2010 AO VT GM1-136 PE
Monday, November 29, 2010 Page 36 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/7/2010 1-0542 373-380-381 4 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0543 380-381-383 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0544 380-383-384 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0545 374-375-381 5 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0546 375-381-382 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0547 381-382-383 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0548 383-393-394 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0549 393-394-395 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0551 364-368-369 2 2 84 LI VH 11/11/2010 AG VT GMPE
11/7/2010 1-0552 364-368 40 S 5 2 84 LI VH 11/11/2010 AG VT GM1-135 PE
11/7/2010 1-0553 358-363-364 3 3 84 LI VH 11/11/2010 AG VT GMPE
11/7/2010 1-0554 363-364-367-368 4 3 84 LI VH 11/11/2010 AG VT GMPE
11/7/2010 1-0555 367-368-372 3 2 84 LI VH 11/10/2010 AO VT GMPE
11/7/2010 1-0556 368-371-372 3 3 84 LI VH 11/10/2010 AO VT GMPE
11/7/2010 1-0557 368-369-371 2 2 84 LI VH 11/10/2010 AO VT GMPE
Monday, November 29, 2010 Page 37 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/7/2010 1-0558 367-372-373 3 2 84 LI VH 11/10/2010 AO VT GMPE
11/7/2010 1-0559 373 2 N 15 W 2 2 84 LI VH 11/10/2010 AO VT GMPE
11/7/2010 1-0560 366-367-373 3 2 84 LI VH 11/10/2010 AO VT GMPE
11/7/2010 1-0561 362-363-366-367 3 2 84 LI VH 11/10/2010 AO VT GMPE
11/7/2010 1-0562 359-362-363 3 3 84 LI VH 11/10/2010 AO VT GMPE
11/7/2010 1-0563 359-360-362 3 2 84 LI VH 11/10/2010 AO VT GMPE
11/7/2010 1-0564 360-361-362 3 2 84 LI VH 11/10/2010 AO VT GMPE
11/7/2010 1-0565 362-366 16 S 5 2 84 LI VH 11/10/2010 AO VT GMPE
11/7/2010 1-0566 361-362-366 8 2 84 LI VH 11/11/2010 AO VT GMPE
11/7/2010 1-0567 361-365-366 3 3 84 LI VH 11/11/2010 AO VT GMPE
11/7/2010 1-0568 365-366-374-375 10 3 84 LI VH 11/11/2010 AO VT GMPE
11/7/2010 1-0569 366-373-374 3 2 84 LI VH 11/11/2010 AO VT GMPE
11/7/2010 1-0570 182-197 48 E 7 2 84 LI VH 11/11/2010 AO VT GMPE
11/7/2010 1-0571 415 2 S 13 E 2 2 84 LI VH 11/11/2010 AO VT GMPE
11/7/2010 1-0572 183-331 15 N 1 W 84 LI VH 11/11/2010 AO VT GMPE
Monday, November 29, 2010 Page 38 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/7/2010 1-0573 392-393-395 4 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0574 383-392-393 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0575 383-393 40 S 5 3 75 MA GM 11/11/2010 AO VT GM1-139 PE
11/7/2010 1-0576 383-384-392 3 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0577 383-384 12 W 5 3 75 MA GM 11/11/2010 AO VT GM1-137 PE
11/7/2010 1-0578 391-392-395 5 3 75 MA GM 11/11/2010 AO VT GMPE
11/7/2010 1-0579 384-391-392 2 2 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0580 384-385-391 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0581 379-380-384-385 5 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0582 373-379-380 5 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0583 372-373-379 3 2 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0584 372-378-379 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0585 378-379-385 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0586 385-390-391 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0587 378-385-386 4 3 75 MA GM 11/10/2010 AG VT GMPE
Monday, November 29, 2010 Page 39 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/7/2010 1-0588 385-386-390 4 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0589 371-372-378 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0590 371-377-378 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0591 377-378-386 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0592 386-389-390 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0593 386-387-389 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0594 377-386-387 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0595 376-377-387 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0596 371-376-377 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0597 376-387 20 S 5 3 75 MA GM 11/10/2010 AG VT GM1-138 PE
11/7/2010 1-0598 370-371-376 3 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0599 369-370-371 2 2 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0600 227-228-369-370 4 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0601 417-447 1 N 1 W 3 2 84 LI VH 11/11/2010 AO VT GMPE
11/7/2010 1-0602 183-331-414 3 3 84 LI VH 11/10/2010 AG VT GMPE
Monday, November 29, 2010 Page 40 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/7/2010 1-0603 210-416 5 N 2 2 84 LI VH 11/10/2010 AG VT GMPE
11/7/2010 1-0604 228-229-370-376 4 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0605 229-230-376-387 4 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0606 230-231-387-388 5 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0607 341-342-447 4 3 75 MA GM 11/10/2010 AG VT GMPE
11/7/2010 1-0608 328 15 N 5 W 4 3 84 LI VH 11/10/2010 AG VT GMPE
11/7/2010 1-0609 447-448 15 S 2 2 75 MA GM 11/14/2010 AG VT GMPE
11/7/2010 1-0610 344-447-448 3 3 75 MA GM 11/14/2010 AG VT GMPE
11/8/2010 1-0611 31-232-388-395-R61 5 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0612 231-232-R611 3 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0613 387-388-389 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0614 388-389-395 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0615 389-390-395 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0616 390 40 S 11 E 3 3 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0617 390-391-395 3 3 75 MA VH 11/14/2010 AG VT GMPE
Monday, November 29, 2010 Page 41 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/8/2010 1-0618 392-395 25 S 5 2 75 MA VH 11/14/2010 AG VT GM1-140 PE
11/8/2010 1-0619 183 122 NW 13 SW 8 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0620 395-396 49 S 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0621 395-396 38 S 3 3 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0622 232-233-395-396 4 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0623 233-234-396-399 5 3 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0624 395-396-397 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0625 396-397-399 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0626 397-399-400 3 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0627 397-400 50 S 4 2 75 MA VH 11/14/2010 AG VT GM1-142 PE
11/8/2010 1-0628 395-397 30 S 2 4 75 MA VH 11/14/2010 AG VT GM1-141 PE
11/8/2010 1-0629 397-398 9 W 3 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0630 397-398-400 3 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0631 400-401 20 S 4 2 75 MA VH 11/14/2010 AG VT GM1-144 PE
11/8/2010 1-0632 400-401-402 3 3 75 MA VH 11/14/2010 AG VT GMPE
Monday, November 29, 2010 Page 42 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/8/2010 1-0633 401-402-404 3 3 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0634 400-402-403 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0635 402-403-404 3 3 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0636 403-404 50 S 5 2 75 MA VH 11/14/2010 AG VT GM1-145 PE
11/8/2010 1-0637 399-400-403 3 3 75 MA VH 11/14/2010 AG VT GMPE
11/7/2010 1-0638 373-374-381 2 2 75 MA VH 11/11/2010 AO VT GMPE
11/8/2010 1-0639 404-405-406 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0640 405-406-407 3 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0641 406-407 189 S 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0642 404-406 200 S 5 2 75 MA VH 11/14/2010 AG VT GM1-146 PE
11/8/2010 1-0643 407-409-410 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0644 407-408-409 2 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0645 406-407-408 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0646 408-409 20 S 5 2 84 MA VH 11/14/2010 AG VT GM1-148 PE
11/8/2010 1-0647 406-408 37 S 2 2 84 MA VH 11/14/2010 AG VT GMPE
Monday, November 29, 2010 Page 43 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/8/2010 1-0648 406-408 30 S 5 2 84 MA VH 11/14/2010 AG VT GM1-147 PE
11/8/2010 1-0649 237-238-406-408 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0650 238-408 14 W 5 2 84 MA VH 11/14/2010 AG VT GM1-150 PE
11/8/2010 1-0651 238-239-408-409 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0652 239-240-409-413 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0653 409-413 130 S 5 2 84 MA VH 11/14/2010 AG VT GM1-149 PE
11/8/2010 1-0654 409-410-412-413 6 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0655 234-235-399-403 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0656 235-236-403-404 3 3 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0657 236-237-404-406 4 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0658 240-241-413-422 4 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0659 412-413-422 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0660 410-412 55 S 3 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0661 410-411-412 2 2 75 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0662 411-412-422 8 S 2 8 75 MA VH 11/14/2010 AG VT GM1-151 PE
Monday, November 29, 2010 Page 44 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/8/2010 1-0663 241-242-422-423 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0664 242-243-423-424 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0665 243-244-424-425 3 3 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0666 244-245-425-426 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0667 245-246-426-427 3 3 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0668 246-247-427-428 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0669 247-428 8 W 5 2 84 MA VH 11/14/2010 AG VT GM1-167 PE
11/8/2010 1-0670 247-248-428-429 2 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0671 429 3 N 10 W 2 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0672 248-249-429-430 2 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0673 249-250430-431 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0674 250-251-431-432 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0675 432 2 N 18 W 2 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0676 251-252-432-433 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0677 252-433 10 W 2 2 84 MA VH 11/14/2010 AG VT GMPE
Monday, November 29, 2010 Page 45 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/8/2010 1-0678 252-253-433-434 2 2 84 MA VH 11/14/2010 AG VT GMPE
11/9/2010 1-0679 428-429 36 S 4 4 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0680 428-429 55 S 6 3 3936 LL GM 11/16/2010 AG VT GM1-158 PE
11/9/2010 1-0681 430-431 55 S 6 4 3936 LL GM 11/16/2010 AG VT GM1-159 PE
11/9/2010 1-0682 431-432 54 S 4 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0683 431-432 50 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-161 PE
11/9/2010 1-0684 432-433 180 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-162 PE
11/9/2010 1-0685 430-431 180 S 3 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0686 424-425 200 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-154 PE
11/9/2010 1-0687 423-424 150 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-153 PE
11/9/2010 1-0688 422-423 95 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-152 PE
11/9/2010 1-0689 424-425-478-495 3 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0690 425-426-477-478 3 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0691 426-427-476-477 3 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0692 427-475-476 4 4 3936 LL GM 11/16/2010 AG VT GMPE
Monday, November 29, 2010 Page 46 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/9/2010 1-0693 427-428-475 9 4 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0694 428-429-475 4 4 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0695 429-474-475 4 4 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0696 429-430-473-474 5 4 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0697 429-430 20 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-160 PE
11/9/2010 1-0698 430-431-472-473 4 4 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0699 431-432-470-472 4 4 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0700 432-433-468-470 3 2 3936 LL GM 11/16/2010 AG VT GMPE
11/8/2010 1-0701 253-254-434-435 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0702 434-435 530 S 5 2 84 MA VH 11/14/2010 AG VT GM1-163 PE
11/8/2010 1-0703 254-255-435-436 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0704 255-256-436-437 4 4 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0705 256-257-437-438 3 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0706 438 5 N 15 W 2 2 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0707 257-258-438-439 5 2 84 MA VH 11/14/2010 AG VT GMPE
Monday, November 29, 2010 Page 47 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/8/2010 1-0708 258-259-262-439 3 3 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0709 262-263-439-440 6 4 84 MA VH 11/14/2010 AG VT GMPE
11/8/2010 1-0710 63-264-266-440-R71 10 4 84 MA VH 11/16/2010 AG VT GMPE
11/8/2010 1-0711 263-264-R710 3 4 84 MA VH 11/16/2010 AG VT GM1-102 PE
11/8/2010 1-0712 266-267-440 3 2 84 MA VH 11/16/2010 AG VT GMPE
11/8/2010 1-0713 267-440-441 3 5 84 MA VH 11/16/2010 AG VT GMPE
11/8/2010 1-0714 267-268-441 3 2 84 MA VH 11/16/2010 AG VT GMPE
11/8/2010 1-0715 268-269-441 3 2 84 MA VH 11/16/2010 AG VT GMPE
11/8/2010 1-0716 269-270-441 3 2 84 MA VH 11/16/2010 AG VT GMPE
11/8/2010 1-0717 270-271-441 2 2 84 MA VH 11/16/2010 AG VT GMPE
11/8/2010 1-0718 271-272-441 2 2 84 MA VH 11/16/2010 AG VT GMPE
11/8/2010 1-0719 272-273-441 2 2 84 MA VH 11/16/2010 AG VT GMPE
11/8/2010 1-0720 272-273 13 W 3 3 84 MA VH 11/16/2010 AG VT GMPE
11/8/2010 1-0721 273-274-441-442 3 3 84 MA VH 11/16/2010 AG VT GMPE
11/9/2010 1-0722 274-275-442 3 2 84 LI VH 11/16/2010 AG VT GMPE
Monday, November 29, 2010 Page 48 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/9/2010 1-0723 275-276-442 3 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0724 276-442 10 S 5 2 84 LI VH 11/16/2010 AG VT GM1-174 PE
11/9/2010 1-0725 276-277-442 3 3 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0726 277-278-442 3 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0727 278-279-442 3 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0728 278-279 15 W 5 2 84 LI VH 11/16/2010 AG VT GM1-105 PE
11/9/2010 1-0729 441-442 40 S 5 2 84 LI VH 11/16/2010 AG VT GM1-172 PE
11/9/2010 1-0730 279-280-442-444 2 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0731 442 15 S 13 W 2 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0732 442 6 S 12 W 3 3 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0733 441-442-443 6 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0734 80-281-442-443-444 6 3 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0735 280-281 15 W 5 2 84 LI VH 11/16/2010 AG VT GM1-106 PE
11/9/2010 1-0736 281-282-444 3 3 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0737 282-283-444 2 2 84 LI VH 11/16/2010 AG VT GMPE
Monday, November 29, 2010 Page 49 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/9/2010 1-0738 282-283 13 W 5 2 84 LI VH 11/16/2010 AG VT GM1-107 PE
11/9/2010 1-0739 283-284-444 3 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0740 284-285-444-445 9 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0741 285-286-445 2 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0742 286-287-445 2 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0743 287-288-445 3 3 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0744 444-445-449 5 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0745 436-437-463-464 3 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0746 437-438-461-463 3 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0747 438-439-460-461 3 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0748 439-460 9 E 3 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0749 439-440-460 4 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0750 440-458-460 3 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0751 440-441-458 4 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0752 441-457-458 3 3 3936 LL GM 11/16/2010 AG VT GMPE
Monday, November 29, 2010 Page 50 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/9/2010 1-0753 441-443-457 3 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0754 443-444 275 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-175 PE
11/9/2010 1-0755 439-440 40 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-170 PE
11/9/2010 1-0756 438-439 50 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-169 PE
11/9/2010 1-0757 441-443 90 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-173 PE
11/9/2010 1-0758 440-441 100 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-171 PE
11/9/2010 1-0759 339-440 103 S 4 4 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0760 437-438 25 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-168 PE
11/9/2010 1-0761 288-289-445 2 2 84 LI VH 11/16/2010 AG VT GMPE
11/9/2010 1-0762 436-437 304 S 3 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0763 435-436 350 S 5 33 3936 LL GM 11/16/2010 AG VT GM1-165 PE
11/9/2010 1-0764 431-432 242 S 4 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0765 433-434 450 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-164 PE
11/9/2010 1-0766 427-428 419 S 4 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0767 426-427 25 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-156 PE
Monday, November 29, 2010 Page 51 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/9/2010 1-0768 426-427 287 S 4 3 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0769 425-426 250 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-155 PE
11/9/2010 1-0770 433-467-468 10 4 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0771 434-435-466-467 5 4 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0772 435-436-464-466 4 3 3936 LL GM 11/16/2010 AG VT GMPE
11/19/2010 1-0773 50-579 1 N 1 W 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/9/2010 1-0774 436-437 130 S 5 3 3936 LL GM 11/16/2010 AG VT GM1-166 PE
11/9/2010 1-0775 464 16 N 2 W 2 2 3936 LL GM 11/16/2010 AG VT GMPE
11/9/2010 1-0776 451-452-453 3 3 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0777 450-451-452 3 3 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0778 449-450-451 5 3 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0779 443 141 S 3 E 2 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0780 296-297-452 4 3 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0781 295-296-450-452 5 4 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0782 294-295-450 2 2 84 LI GM 11/16/2010 AG VT GMPE
Monday, November 29, 2010 Page 52 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/9/2010 1-0783 293-294-450 3 2 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0784 292-293-450 3 3 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0785 291-292-450 3 3 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0786 290-291-449-450 5 3 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0787 289-290-449 3 2 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0788 289-445-449 5 3 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0789 458-460 50 S 5 3 84 LI GM 11/16/2010 AG VT GM1-178 PE
11/9/2010 1-0790 458-459-460 3 3 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0791 464-465-466 3 3 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0792 465-466-467 3 3 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0793 465-467 25 S 5 3 84 LI GM 11/16/2010 AG VT GM1-177 PE
11/9/2010 1-0794 468-469-470-471 2 2 84 LI GM 11/16/2010 AG VT GMPE
11/9/2010 1-0795 470-471-472 3 2 84 LI GM 11/16/2010 AG VT GMPE
11/10/2010 1-0796 47-480-482-R602-R 10 11 84 JO VH 11/17/2010 AG VT VHPE
11/10/2010 1-0797 414-417-482-R460 5 4 84 JO VH 11/17/2010 AG VT VHPE
Monday, November 29, 2010 Page 53 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/10/2010 1-0798 447-482 17 S 2 2 3936 GS VH 11/17/2010 AG VT VHPE
11/10/2010 1-0799 322-324 70 S 5 2 84 JO VH 11/10/2010 AG VT VH1-123B PE
11/10/2010 1-0800 322-324 50 S 5 2 84 JO VH 11/10/2010 AG VT VH1-123A PE
11/10/2010 1-0801 417-447-482-R601 5 4 3936 GS VH 11/17/2010 AG VT VHPE
11/11/2010 1-0802 416-417-447 3 3 84 LI VH 11/17/2010 AG VT VHPE
11/11/2010 1-0803 334-416-447 3 2 84 LI VH 11/17/2010 AG VT VHPE
11/11/2010 1-0804 334-336-447-R528 3 2 84 LI VH 11/17/2010 AG VT VHPE
11/11/2010 1-0805 336-337-447 3 2 84 LI VH 11/17/2010 AG VT VHPE
11/11/2010 1-0806 337-338-447 3 3 84 LI VH 11/17/2010 AG VT VHPE
11/11/2010 1-0807 338-339-447 3 3 84 LI VH 11/17/2010 AG VT VHPE
11/11/2010 1-0808 339-341-447 3 3 84 LI VH 11/17/2010 AG VT VHPE
11/11/2010 1-0809 341-342-447 2 7 84 LI VH 11/17/2010 AG VT VHPE
11/11/2010 1-0810 342-344-447 3 3 84 LI VH 11/17/2010 AG VT VHPE
11/11/2010 1-0811 344-447-448 5 4 84 LI VH 11/17/2010 AG VT VHPE
11/11/2010 1-0812 447-448 14 S 4 3 84 LI VH 11/17/2010 AG VT VHPE
Monday, November 29, 2010 Page 54 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/11/2010 1-0813 344-345-448 3 3 84 LI VH 11/17/2010 AG VT VHPE
11/11/2010 1-0814 331-447-448-481 6 6 84 LI GM 11/11/2010 AO VT GMPE
11/11/2010 1-0815 331-446-481 7 3 84 LI GM 11/11/2010 AO VT GMPE
11/11/2010 1-0816 331-447-481-R817 8 6 84 LI GM 11/11/2010 AO VT GMPE
11/11/2010 1-0817 331-447-480-R816 7 4 84 LI GM 11/11/2010 AO VT GMPE
11/11/2010 1-0818 447-480 157 W 2 2 84 LI GM 11/11/2010 AO VT GMPE
11/11/2010 1-0819 447-480 172 W 3 3 84 LI GM 11/11/2010 AO VT GMPE
11/11/2010 1-0820 331-480 120 W 2 2 84 LI GM 11/11/2010 AO VT GMPE
11/11/2010 1-0821 446-448-481 5 2 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0822 446-448-479 14 5 84 LI VH 11/14/2010 AG VT VHPE
11/11/2010 1-0823 448-479-R822-R851 18 2 54 RF VH 11/11/2010 JS AT VHPF
11/18/2010 1-0824 454-455-456 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/12/2010 1-0825 446-486 15 W 3 N 10 4 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0826 479-R872-R871 18 2 29 ML VH 11/12/2010 JS AT VHPF
11/12/2010 1-0827 446-486 4 2 84 LI VH 11/14/2010 AG VT VHPE
Monday, November 29, 2010 Page 55 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/12/2010 1-0828 446-479-486-R901 6 4 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0829 479-486 4 2 84 LI VH 11/15/2010 AG VT VHPE
11/13/2010 1-0830 479-486-R852 6 3 84 LI VH 11/15/2010 AG VT VHPE
11/13/2010 1-0831 479-R852 2 2 84 LI VH 11/15/2010 AG VT VHPE
11/13/2010 1-0832 398-479 15 W 2 2 75 JO VH 11/15/2010 AG VT VHPE
11/13/2010 1-0833 395-397-398 2 2 75 JO VH 11/14/2010 AG VT VHPE
11/13/2010 1-0834 383-479-485 6 5 84 LI VH 11/15/2010 AG VT VHPE
11/13/2010 1-0835 382-383-485 2 2 84 LI VH 11/15/2010 AG VT VHPE
11/12/2010 1-0836 352-354-479 2 2 84 LI VH 11/14/2010 AG VT VHPE
11/13/2010 1-0837 64-312 5 2 84 LI VH 11/15/2010 AG VT VH1-126A PE
11/13/2010 1-0838 382-R852 21 S 5 2 84 LI VH 11/15/2010 AG VT VHPE
11/13/2010 1-0839 382-485-479-R852 4 2 84 LI VH 11/15/2010 AG VT VHPE
11/12/2010 1-0840 75-382-479-484-485 7 5 84 LI VH 11/15/2010 AG VT VHPE
11/12/2010 1-0841 365-375-479-483 6 9 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0842 361-365-483 3 2 84 LI VH 11/14/2010 AG VT VHPE
Monday, November 29, 2010 Page 56 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/12/2010 1-0843 361-479-483-R844 4 4 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0844 360-361-479-R843 9 2 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0845 355-360-479-499 6 5 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0846 354-355-479-499 6 2 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0847 349-351-479 1 N 1 W 3 2 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0848 348-349-479 2 2 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0849 345-348-479 3 2 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0850 345-R851 6 N 1 W 7 3 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0851 348-448-479-R823-R 7 4 84 LI VH 11/14/2010 AG VT VHPE
11/12/2010 1-0852 - R830-485-R838-R8 25 3 29 ML VH 11/14/2010 AG VT VHPF
11/8/2010 1-0853 267-268 15 W 5 2 84 MA VH 11/16/2010 AG VT GM1-103 PE
11/8/2010 1-0854 269-270 19 W 5 2 84 MA VH 11/16/2010 AG VT GM1-104 PE
11/8/2010 1-0855 271-272 12 W 3 3 84 MA VH 11/16/2010 AG VT GMPE
11/9/2010 1-0856 443 4 N 18 W 4 2 3936 LL VH 11/16/2010 AG VT GMPE
11/9/2010 1-0857 289-290 17 W 5 2 84 LI VH 11/16/2010 AG VT GM1-108 PE
Monday, November 29, 2010 Page 57 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/9/2010 1-0858 290-291 16 W 5 2 84 LI VH 11/16/2010 AG VT GM1-109 PE
11/9/2010 1-0859 293-294 16 W 5 2 84 LI VH 11/16/2010 AG VT GM1-110 PE
11/13/2010 1-0860 49-50-321-323-500 10 6 84 LI GM 11/13/2010 JS VT VHPE
11/11/2010 1-0861 49-323 11 W 4 3 84 LI GM 11/11/2010 AO VT GMPE
11/13/2010 1-0862 323-500-501 4 2 84 LI GM 11/14/2010 AG VT VHPE
11/13/2010 1-0863 321-500-501 3 3 84 LI GM 11/14/2010 AG VT VHPE
11/13/2010 1-0864 323-501 41 S 5 3 84 LI GM 11/14/2010 AG VT VH1-179 PE
11/13/2010 1-0865 321-322-501 4 3 84 LI GM 11/14/2010 AG VT VHPE
11/13/2010 1-0866 322-501 54 S 5 3 84 LI GM 11/14/2010 AG VT VH1-180 PE
11/13/2010 1-0867 323-324-502 3 3 84 LI GM 11/14/2010 AG VT VHPE
11/13/2010 1-0868 200-322-324-502 8 5 84 LI GM 11/14/2010 AG VT VHPE
11/13/2010 1-0869 349-351-R870 6 6 84 LI GM 11/13/2010 JS VT VHPE
11/12/2010 1-0870 349-R869-R871 14 2 29 ML GM 11/12/2010 JS AT GMPF
11/13/2010 1-0871 349-479-R826-R870 4 3 84 LI GM 11/13/2010 JS VT VHPE
11/13/2010 1-0872 479-486-R826 6 4 84 LI GM 11/13/2010 JS VT VHPE
Monday, November 29, 2010 Page 58 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/13/2010 1-0873 382-479-485-R852 6 6 84 LI GM 11/13/2010 JS VT VHPE
11/13/2010 1-0874 479 342 W 7 S 9 3 75 JO GM 11/13/2010 JS VT VHPE
11/13/2010 1-0875 383-394-479 2 2 75 JO GM 11/13/2010 JS VT VHPE
11/13/2010 1-0876 446-479-486-487 5 3 75 JO GM 11/13/2010 JS VT VHPE
11/13/2010 1-0877 160-446-487 3 3 75 JO GM 11/13/2010 JS VT VHPE
11/13/2010 1-0878 394-395-479 3 2 75 JO GM 11/13/2010 JS VT VHPE
11/13/2010 1-0879 479-487 386 W 3 3 75 JO GM 11/13/2010 JS VT VHPE
11/13/2010 1-0880 395-396-479 3 3 75 LI GM 11/13/2010 JS VT VHPE
11/13/2010 1-0881 398-400-479 3 3 75 JO GM 11/15/2010 AG VT VHPE
11/13/2010 1-0882 400-479-514 7 5 75 JO GM 11/13/2010 JS VT VHPE
11/13/2010 1-0883 400-401-514 3 2 75 JO GM 11/13/2010 JS VT VHPE
11/13/2010 1-0884 401-404-479-514 6 4 3936 GS GM 11/13/2010 JS VT VHPE
11/13/2010 1-0885 404-479-509 4 4 3936 GS GM 11/13/2010 JS VT VHPE
11/13/2010 1-0886 404-405-479-509 3 3 3936 GS GM 11/13/2010 JS VT VHPE
11/13/2010 1-0887 479-509 25 W 6 3 3936 GS GM 11/13/2010 JS VT VHPE
Monday, November 29, 2010 Page 59 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/13/2010 1-0888 407-479-509 13 3 3936 GS GM 11/14/2010 AG VT VHPE
11/13/2010 1-0889 407-479-509 15 E 3 3 3936 GS GM 11/15/2010 AG VT VHPE
11/13/2010 1-0890 407 3 S 12 E 2 2 3936 GS GM 11/16/2010 AG VT VHPE
11/13/2010 1-0891 407-479-494 3 2 3936 GS GM 11/16/2010 AG VT VHPE
11/13/2010 1-0892 237-238 7 S 5 2 75 JO VH 11/12/2010 JS VT VH1-98A PE
11/13/2010 1-0893 239-240 7 N 5 2 75 JO VH 11/13/2010 JS VT VH1-98B PE
11/13/2010 1-0894 5-R896-R897-R898 30 4 29 ML GM 11/13/2010 JS VT VHPF
11/13/2010 1-0895 60-479-487-511-R89 10 9 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0896 479-R894 14 S 3 2 75 JO GM 11/16/2010 AG VT VHPE
11/13/2010 1-0897 400-479-R894 3 2 75 JO GM 11/16/2010 AG VT VHPE
11/13/2010 1-0898 400-479-R894 3 2 75 JO GM 11/16/2010 AG VT VHPE
11/13/2010 1-0899 4400-R894 10 S 8 W 2 2 75 JO GM 11/16/2010 AG VT VHPE
11/13/2010 1-0900 400-R894 10 S 12 E 2 2 75 JO GM 11/16/2010 AG VT VHPE
11/13/2010 1-0901 446-486-R828 3 2 84 LI GM 11/13/2010 JS VT VHPE
11/13/2010 1-0902 160-479-511-512 5 4 3936 GS GM 11/16/2010 AG VT VHPE
Monday, November 29, 2010 Page 60 of 77
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Repair Date Repair
ID
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ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/13/2010 1-0903 160-479-512-513 7 3 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0904 60-479-494-513-R90 6 4 3936 GS GM 11/16/2010 AG VT VHPE
11/13/2010 1-0905 479-494-513 3 2 3936 GS GM 11/16/2010 AG VT VHPE
11/13/2010 1-0906 407-410-494-496 4 4 3936 GS GM 11/16/2010 AG VT VHPE
11/13/2010 1-0907 410-411-496 10 3 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0908 411-422-496 3 3 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0909 160 1 N 258 W 4 2 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0910 422-423-496 2 2 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0911 423-494-496-497 7 4 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0912 494-497 32 E 3 3 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0913 423-424-495-497 8 3 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0914 495 9 S 6 E 10 3 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0915 478-495-497 3 3 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0916 477-478-497 3 3 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0917 476-477-497 2 2 84 LI GM 11/16/2010 AG VT VHPE
Monday, November 29, 2010 Page 61 of 77
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Repair Date Repair
ID
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QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/13/2010 1-0918 497 4 N 14 E 4 3 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0919 494-497-498 4 3 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0920 475-476-497-498 4 3 84 LI GM 11/16/2010 AG VT VHPE
11/13/2010 1-0921 474-475-498 2 2 3936 GS GM 11/16/2010 AG VT VHPE
11/14/2010 1-0922 160-517-519 3 3 3936 GS GM 11/14/2010 JO VT GMPE
11/14/2010 1-0923 160-161-517-519 3 3 3936 GS GM 11/14/2010 JO VT GMPE
11/13/2010 1-0924 473-474-498 2 2 3936 GS GM 11/16/2010 AG VT VHPE
11/13/2010 1-0925 472-473-498 2 2 3936 GS GM 11/16/2010 AG VT VHPE
11/13/2010 1-0926 471-472-498 9 4 3936 GS GM 11/16/2010 AG VT VHPE
11/13/2010 1-0927 160-198-446 7 3 84 LI GM 11/13/2010 JS VT VHPE
11/13/2010 1-0928 160 3 S 26 W 4 84 LI GM 11/16/2010 AG VT VHPE
11/8/2010 1-0929 198-199-446 3 3 84 LI VH 11/16/2010 AG VT GMPE
11/15/2010 1-0930 427-428 335 S 5 2 3936 GS MC 11/15/2010 AG VT MC1-157 PE
11/8/2010 1-0931 200-331-446 8 4 75 LI GM 11/10/2010 AO VT GMPE
11/14/2010 1-0932 517-518-519 3 3 3936 GS GM 11/14/2010 JO VT GMPE
Monday, November 29, 2010 Page 62 of 77
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Repair Date Repair
ID
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QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/14/2010 1-0933 518-519-520 3 3 3936 GS GM 11/14/2010 JO VT GMPE
11/14/2010 1-0934 446 150 W 4 N 2 2 3936 GS VH 11/14/2010 JO VT GMPE
11/8/2010 1-0935 199-200-446 2 2 84 LI VH 11/10/2010 AO VT VHPE
11/15/2010 1-0936 116-161-503 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/13/2010 1-0937 65-311 5 2 84 LI VH 11/15/2010 AG VT VH1-126B PE
11/15/2010 1-0938 161-503-526 3 2 3936 GS VH 11/16/2010 AG VT VHPE
11/15/2010 1-0939 161-517-526 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/15/2010 1-0940 504-515-517-526 5 3 3936 GS VH 11/16/2010 AG VT VHPE
11/14/2010 1-0941 504 7 N 3 E 2 2 3936 GS VH 11/14/2010 JO VT GMPE
11/15/2010 1-0942 515-516-517 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/15/2010 1-0943 516-517-521 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/15/2010 1-0944 517-521-523 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/15/2010 1-0945 523-524-525 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/15/2010 1-0946 521-522-523 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/15/2010 1-0947 516-521-522 2 2 3936 GS VH 11/16/2010 AG VT VHPE
Monday, November 29, 2010 Page 63 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/13/2010 1-0948 492-493 8 W 5 2 3936 GS VH 11/16/2010 AG VT VH1-182 PE
11/13/2010 1-0949 454-492-493 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/13/2010 1-0950 454-491-492 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/9/2010 1-0951 467-468-469 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/13/2010 1-0952 461/462/463 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/9/2010 1-0953 462/463/464 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0954 457/458/459 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0955 451-453 50 S 5 2 84 LI VH 11/16/2010 AG VT VH1-189 PE
11/15/2010 1-0956 444-449 190 S 5 2 84 LI VH 11/16/2010 AG VT VH1-190 PE
11/15/2010 1-0957 443-444 100 S 5 2 84 LI VH 11/16/2010 AG VT VH1-192 PE
11/15/2010 1-0958 443-457 110 S S 5 2 84 LI VH 11/16/2010 AG VT VH1-194 PE
11/15/2010 1-0959 443-457 210 S 5 2 84 LI VH 11/16/2010 AG VT VH1-195 PE
11/15/2010 1-0960 444-449 200 S 5 2 84 LI VH 11/16/2010 AG VT VH1-191 PE
11/15/2010 1-0961 449 282 S 7 W 5 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0962 443-444 375 S 5 2 84 LI VH 11/16/2010 AG VT VH1-193 PE
Monday, November 29, 2010 Page 64 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/14/2010 1-0963 297-298-452 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/14/2010 1-0964 298-488-452 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/14/2010 1-0965 298-488 8 W 5 2 3936 GS VH 11/16/2010 AG VT VH1-181 PE
11/14/2010 1-0966 488-489-452 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/14/2010 1-0967 489-452-453 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/13/2010 1-0968 454-489-490 8 2 3936 GS VH 11/16/2010 AG VT VHPE
11/13/2010 1-0969 454-490-491 2 2 3936 GS VH 11/16/2010 AG VT VHPE
11/15/2010 1-0970 503-504-526 3 2 3936 GS VH 11/16/2010 AG VT VHPE
11/15/2010 1-0971 503-504 50 S 5 2 84 LI VH 11/16/2010 AG VT VH1-184 PE
11/15/2010 1-0972 116-503 25 S 5 2 84 LI VH 11/16/2010 AG VT VH1-183 PE
11/15/2010 1-0973 116-147-148 6 8 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0974 116-148-503 4 3 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0975 148-149-503 4 4 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0976 149-503-504 4 3 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0977 149-504-505 2 2 84 LI VH 11/16/2010 AG VT VHPE
Monday, November 29, 2010 Page 65 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/15/2010 1-0978 504-505-515 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0979 505-506-515 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0980 506-515-516 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0981 504-515 73 S 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0982 504-515 100 S 5 2 84 LI VH 11/16/2010 AG VT VH1-185 PE
11/15/2010 1-0983 515-516 150 S 5 2 84 LI VH 11/16/2010 AG VT VH1-186 PE
11/15/2010 1-0984 516-522 37 S 3 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0985 506-507-516 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0986 507-516-522 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0987 507-508-522 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0988 508-522-523 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0989 508-510-523 9 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0990 510-523-527 3 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0991 510-527-529 4 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0992 523-527 30 S 5 2 84 LI VH 11/16/2010 AG VT VH1-187 PE
Monday, November 29, 2010 Page 66 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/15/2010 1-0993 523-524-527 3 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0994 523-524 20 S 3 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0995 517-523-525 3 3 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0996 517-525-528 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-0997 524-525-528 3 3 84 LI VH 11/17/2010 AG VT VHPE
11/15/2010 1-0998 527-528 100 S 5 2 84 LI VH 11/17/2010 AG VT VH1-188 PE
11/15/2010 1-0999 524-527-528 2 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-1000 527-528-529 4 2 84 LI VH 11/16/2010 AG VT VHPE
11/15/2010 1-1001 528-529-531 3 2 84 LI VH 11/16/2010 AG VT VHPE
11/17/2010 1-1002 528-531-533 3 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1003 531-533-534 3 3 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1004 533-534-535 3 3 3936 GS VH 11/17/2010 AG VT VHPE
11/16/2010 1-1005 533-535 25 S 5 2 3936 GS VH 11/17/2010 AG VT VH1-197 PE
11/16/2010 1-1006 533 66 S 2 W 2 2 3936 GS VH 11/17/2010 AG VT VHPE
11/16/2010 1-1007 528-530-533 3 2 3936 GS VH 11/17/2010 AG VT VHPE
Monday, November 29, 2010 Page 67 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/16/2010 1-1008 530-533-535 2 2 3936 GS VH 11/17/2010 AG VT VHPE
11/15/2010 1-1009 517-528-530 2 2 84 LI VH 11/17/2010 AG VT VHPE
11/17/2010 1-1010 534-535-536 3 3 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1011 535-536-541 3 3 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1012 536-537-541 3 3 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1013 537-541-543 3 2 3936 GS VH 11/17/2010 AG VT VHPE
11/16/2010 1-1014 541-543 30 S 5 3 3936 GS VH 11/17/2010 AG VT VH1-198 PE
11/16/2010 1-1015 541-542-543 2 2 3936 GS VH 11/17/2010 AG VT VHPE
11/16/2010 1-1016 541-542 49 S 4 3 3936 GS VH 11/17/2010 AG VT VHPE
11/16/2010 1-1017 542-543-544 2 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1018 537-538-543 3 3 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1019 538-543 8 W 3 3 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1020 538-543-544 3 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1021 538-539-544 3 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1022 539-544-545 3 2 3936 GS VH 11/17/2010 AG VT VHPE
Monday, November 29, 2010 Page 68 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/17/2010 1-1023 539-540-545 3 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1024 549-550-551 2 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1025 519-520-549-551 2 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1026 520-544-545 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1027 518-520-544 3 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1028 518-542-544 3 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1029 518-541-542 3 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1030 518-535-541 3 3 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1031 531 14 N 1 E 2 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1032 517-518-535 3 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1033 517-530-535 3 3 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1034 505-506 30 S 5 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1035 531-534 8 S 2 2 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1036 469-471-498-548 11 7 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1037 494-498-548 3 3 3936 GS VH 11/18/2010 AG VT VHPE
Monday, November 29, 2010 Page 69 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/18/2010 1-1038 454-455-493-546 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1039 454-455-546 4 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1040 455-546-547 3 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1041 455-547-552 7 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1042 455-456-552 3 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1043 456-552-553 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1044 456-553-554 4 3 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1045 454-456-548-554 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1046 548-549-550 3 2 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1047 453-454-548 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1048 451-453-548 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1049 519-548-549 4 3 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1050 519-549 11 S 10 3 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1051 449-451-548 10 3 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1052 444-449-548 3 3 3936 GS VH 11/18/2010 AG VT VHPE
Monday, November 29, 2010 Page 70 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/17/2010 1-1053 443-444-548 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1054 443-457-548 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1055 519-548 190 W 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1056 457-459-548 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1057 459-460-548 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1058 460-461-548 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1059 461-462-548 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1060 462-464-548 3 2 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1061 464-548 12 W 5 2 3936 GS VH 11/18/2010 AG VT VH1-200 PE
11/17/2010 1-1062 464 8 S 12 W 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1063 464-465-548 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1064 465-467-548 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1065 331-481 20 W 5 2 84 LI VH 11/18/2010 AG VT VHPE
11/18/2010 1-1066 348-479 10 W 5 2 84 LI VH 11/18/2010 AG VT VHPE
11/18/2010 1-1067 479-486 321 W 5 2 84 LI VH 11/18/2010 AG VT VH1-201 PE
Monday, November 29, 2010 Page 71 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/18/2010 1-1068 395-479 11 W 5 2 84 LI VH 11/18/2010 AG VT VH1-202 PE
11/17/2010 1-1069 467-469-548 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/17/2010 1-1070 160-449-R1071 10 3 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1071 160-449-519-548 13 5 3936 GS VH 11/17/2010 AG VT VHPE
11/17/2010 1-1072 519-548 10 W 5 2 3936 GS VH 11/17/2010 AG VT VH1-199 PE
11/17/2010 1-1073 519-548 27 W 3 3 3936 GS VH 11/17/2010 AG VT VHPE
11/12/2010 1-1074 183-414-R1075 5 5 75 BO VH 11/12/2010 AG VT VHPE
11/12/2010 1-1075 183-R1074 5 W 5 2 75 BO VH 11/12/2010 AG VT VHPE
11/14/2010 1-1076 154 4 N 5 W 2 2 84 LI VH 11/14/2010 AG VT VHPE
11/14/2010 1-1077 154 14 N 5 W 2 2 84 LI VH 11/14/2010 AG VT VHPE
11/18/2010 1-1078 495-497 5 2 84 LI VH 11/18/2010 AG VT VH1-196 PE
11/19/2010 1-1079 517-518 10 S 5 2 3936 GS VH 11/19/2010 AG VT VH1-203 PE
11/19/2010 1-1080 457-458 5 2 3936 GS VH 11/19/2010 AG VT VH1-204 PE
11/18/2010 1-1081 559 9 S 7 W 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1082 550-559-560 3 3 3936 GS VH 11/18/2010 AG VT VHPE
Monday, November 29, 2010 Page 72 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/18/2010 1-1083 549-550-559 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/15/2010 1-1084 519-520 37 E 3 3 3936 GS VH 11/16/2010 AG VT VHPE
11/19/2010 1-1085 519 4 N 275 W 3 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1086 540-545-563-564 11 4 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1087 563-564-565 3 3 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1088 563-565 3 3 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1089 564-565-568 3 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1090 565-568-569 2 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1091 568-569-570 3 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1092 567-569-570 8 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1093 562-567-575 3 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1094 551-575-561-562-10 5 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1095 551-566-575 2 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1096 566-569-575 2 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1097 565-566-569 2 2 3936 GS VH 11/19/2010 AG VT VHPE
Monday, November 29, 2010 Page 73 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/19/2010 1-1098 551-565-566 3 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1099 551-563-565 2 2 3936 GS VH 11/19/2010 AG VT VHPE
11/18/2010 1-1100 520-551-563-576 9 3 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1101 520-545-563-576 4 3 3936 GS VH 11/19/2010 AG VT VHPE
11/18/2010 1-1102 548-554-555-559 6 2 3936 GS VH 11/19/2010 AG VT VHPE
11/18/2010 1-1103 555-556-559 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1104 556-557-559 2 2 3936 GS VH 11/19/2010 AG VT VHPE
11/18/2010 1-1105 557-558-559 2 2 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1106 558-559 5 E 8 8 3936 GS VH 11/18/2010 AG VT VHPE
11/19/2010 1-1107 567-573-574 2 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1108 567-572-573 2 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1109 567-571-572 2 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1110 567-570-571 2 2 3936 GS VH 11/19/2010 AG VT VHPE
11/18/2010 1-1111 551-560-561 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/18/2010 1-1112 550-551-560 2 2 3936 GS VH 11/18/2010 AG VT VHPE
Monday, November 29, 2010 Page 74 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/18/2010 1-1113 561 4 N 4 W 3 3 3936 GS VH 11/18/2010 AG VT VHPE
11/19/2010 1-1114 564 1 N 2 W 2 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1115 39-48-325-578 6 3 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1116 323-325-578 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1117 48-49-578 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1118 49-50-578 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1119 323-500-578-R860 3 3 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1120 321-579-R860 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1121 320-321-579 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1122 50-51-579 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1123 51-579 9 W 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1124 51-579 14 W 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1125 51-52-579 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1126 318-320-579 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1127 316-318-579 2 2 75 MA VH 11/19/2010 AG VT VHPE
Monday, November 29, 2010 Page 75 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/19/2010 1-1128 52-53-579 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1129 53-54-579-580 5 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1130 315-316-579-580 5 3 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1131 54 3 N 13 W 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1132 314-315-580 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1133 312-314-580 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1134 63-64-580 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/19/2010 1-1136 37-238-406-408-577 8 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1137 237-238-577 8 2 3936 GS VH 11/19/2010 AG VT VHPE
11/19/2010 1-1138 54-63-580 2 2 75 MA VH 11/19/2010 AG VT VHPE
11/20/2010 1-1139 149-503-R975-R976 8 3 75 MA VH 11/20/2010 AG VT VH1-203A PE
11/20/2010 1-1140 517-518-R1032 8 2 75 MA VH 11/20/2010 AG VT VHPE
11/20/2010 1-1141 517-518-519-R1079 10 2 75 MA VH 11/20/2010 AG VT VHPE
11/20/2010 1-1142 518-520-R1027 22 2 75 MA VH 11/20/2010 AG VT VH1-203B PE
11/19/2010 1-1143 237-238-577 8 2 3936 GS VH 11/19/2010 AG VT VHPE
Monday, November 29, 2010 Page 76 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]
Repair Date Repair
ID
DS No
Seam Panel Distance Offset Length Width Dia.Mach ID Oper ID
QA
ID Date Oper
ID
Result Action QA ID
SizeLocation Welder I.D.Non-Destructive Testing
Repair Summary Log
Primary / Secondary: Primary
(ft.) (ft.)(ft.)(ft.) (ft.) (p/f)
Series: 1
Repai
r Type
ProjNo: SC0349
Project: Denison Mines, White Mesa Mill Cell 4B
TaskNo: 05/01Location: Blanding, UT
Description: Cell 4B - Primary
Installer: American Environmental Group
11/22/2010 1-1144 147-148 5 S 5 2 84 LI VH 11/22/2010 AG VT VHPE
11/22/2010 1-1145 146-147 5 S 5 2 84 LI VH 11/22/2010 AG VT VH1-205 PE
11/22/2010 1-1146 121-122 5 S 5 2 84 LI VH 11/22/2010 AG VT VH1-206 PE
11/22/2010 1-1147 62-117 5 S 5 2 84 LI VH 11/22/2010 AG VT VH1-207 PE
11/23/2010 1-1148 478-497 10 W 9 5 3936 GS VH 11/23/2010 AG VT VH1-196A PE
11/23/2010 1-1149 423-497 10 W 13 4 3936 GS VH 11/23/2010 AG VT VH1-196B PE
11/23/2010 1-1150 495-497 12 W 25 5 3936 GS VH 11/23/2010 AG VT VHPE
11/26/2010 1-1151 569 6 S 4 E 2 2 84 LI VH 11/26/2010 AG VT VHPE
Monday, November 29, 2010 Page 77 of 77
[Copyright ©2010 by Geosyntec Consultants, Inc]

Appendix G
Non-woven Geotextile

Appendix G-1
Material Inventory Log
Summary of Nonwoven Geotextile MQA/MQC and Conformance Test Data
While Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Weight MD Grab
Strength
XMD Grab
Strength
MD Trapezoidal
Tear
XMD
Trapezoidal Tear Puncture Strength AOS Permittivity
Mass per Unit
Area Grab Tensile MD Grab Tensile TD
Puncture
Strength AOS Permittivity
16 390 390 150 150 240 0.21 0.5 16 390 390 240 0.21 0.5
oz/sq. yd lb lb lb lb lb mm s-1 oz/sy lb lb lb mm 1/s
Required Frequency: 1 per 130,000 sf 1 per 130,000 sf 1 per 130,000 sf 1 per 130,000 sf 1 per 130,000 sf 1 per 130,000 sf 1 per 130,000 sf 1 per 130,000 sf 1 per 260,000 sf 1 per 260,000 sf 1 per 260,000 sf 1 per 260,000 sf 1 per 260,000 sf 1 per 260,000 sf
15743.01 16.26 432 456 153 166 243 0.149 0.64
15743.02 16.26 432 456 153 166 243 0.149 0.64
15743.03 16.26 432 456 153 166 243 0.149 0.64
15743.04 16.26 432 456 153 166 243 0.149 0.64 18.3 596 618 277 0.075 0.76
15743.05 16.69 436 461 153 166 243 0.149 0.64
15743.06 16.69 436 461 153 166 243 0.149 0.64
15743.07 16.69 436 461 153 166 243 0.149 0.64
15743.08 16.69 436 461 153 166 243 0.149 0.64
15743.09 16.69 436 461 153 166 243 0.149 0.64
15743.10 16.33 430 458 157 170 247 0.149 0.64
15743.11 16.33 430 458 157 170 247 0.149 0.64
15743.12 16.33 430 458 157 170 247 0.149 0.64
15743.13 16.33 430 458 157 170 247 0.149 0.64
15743.14 16.33 430 458 157 170 247 0.149 0.64
15743.15 16.57 440 463 157 170 247 0.149 0.64
15743.16 16.57 440 463 157 170 247 0.149 0.64
15743.17 16.57 440 463 157 170 247 0.149 0.64
2021162299 18.70 421.77 491.48 177.82 177.82 283.50 0.150 0.715 19.2 425 740 332 0.104 0.90
2021162300 18.70 421.77 491.48 177.82 177.82 283.50 0.150 0.715
2021162301 18.70 421.77 491.48 177.82 177.82 283.50 0.150 0.715
2021162303 18.70 421.77 491.48 177.82 177.82 283.50 0.150 0.715
2021162305 18.70 421.77 491.48 177.82 177.82 283.50 0.150 0.715
2021162307 18.70 421.77 491.48 177.82 177.82 283.50 0.150 0.715
2021162310 18.70 421.77 491.48 177.82 177.82 283.50 0.150 0.715
2021162311 18.70 421.77 491.48 177.82 177.82 283.50 0.150 0.715
2021162312 17.86 484.8 709.24 206.70 206.70 283.50 0.150 0.715
2021162316 17.86 484.8 709.24 206.70 206.70 283.50 0.150 0.715
2021162326 17.86 484.8 709.24 206.70 206.70 283.50 0.150 0.715
No. tests: 6 6 6 6 6 6 6 6 2 2 2 2 2 2
Frequency (SF): 31,050 31,050 31,050 31,050 31,050 31,050 31,050 31,050 93,150 93,150 93,150 93,150 93,150 93,150
Manufacturer's Testing Conformance Testing
Total Area (SF): 186,300
Roll Number Area (sf)
5400
5400
5400
5400
5400
5400
5400
5400
5400
5400
5400
5400
5400
5400
5400
5400
5400
4500
4500
4500
4500
4500
4500
4500
4500
4500
4500
4500
Geotextile Page 1 of 1

Appendix G-2
CQA Conformance Test Results
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2341-62-08
Material(s) Tested: 1 Skaps GE 116 Nonwoven Geotextile
Test(s) Requested: Mass/Unit Area (ASTM D 5261)
Grab Tensile (ASTM D 4632)
Puncture Strength (ASTM D 4833)
Apparent Opening Size (ASTM D 4751)
Permittivity (ASTM D 4491)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Sam Allen
Vice President
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 3, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: Skaps GE 116 Nonwoven Geotextile
Sample Identification: 15743.04
TRI Log #: E2341-62-08
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter circle (grams) 8.05 8.12 7.67 7.32 7.94 7.67 8.30 7.85 8.63 7.16 7.87 0.44
Mass/Unit Area (oz/sq.yd) 18.7 18.9 17.8 17.0 18.5 17.8 19.3 18.3 20.1 16.7 18.3 1.0
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 568 624 642 552 633 538 572 625 633 575 596 39
TD - Tensile Strength (lbs) 620 647 472 651 630 549 641 709 575 681 618 69
MD - Elong. @ Max. Load (%) 81 93 93 80 93 86 87 87 91 87 88 5
TD - Elong. @ Max. Load (%) 117 127 135 119 113 125 116 137 129 120 124 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 364 292 294 234 320 313 227 311 262 221 277 44
247 300 288 206 278
Apparent Opening Size (ASTM D 4751)
Opening Size Diameter (mm) 0.075 0.075 0.075 0.075 0.075 0.075 0.000
Sieve No. 200 200 200 200 200 200
Falling Head Permittivity (ASTM D 4491, 9-in Upper Standpipe; 2 in opening)
Water Temp. (C): 21
Correction Factor: 0.976
Test Speciemn No. >:1 2
Thickness (mils) 210 210 210 210 210 190 190 190 190 190
Time (s) 39.6 39.6 39.6 39.6 39.5 33.6 33.6 34.0 33.9 33.6
Specimen Permittivity (s-1) 0.72 0.72 0.72 0.72 0.72 0.84 0.84 0.83 0.84 0.84
Specimen Permittivity @20°C (sec-1) 0.70 0.70 0.70 0.70 0.70 0.82 0.82 0.81 0.82 0.82
Specimen Flow rate (GPM/ft2) 52.3 52.3 52.3 52.3 52.4 61.6 61.6 60.9 61.1 61.6
Specimen Permeability (cm/s) 0.37 0.37 0.37 0.37 0.37 0.40 0.40 0.39 0.39 0.40
Test Speciemn No. >:3 4
Thickness (mils) 198 198 198 198 198 200 200 200 200 200
Time (s) 34.5 34.5 34.5 34.6 34.5 37.7 37.4 37.6 37.6 37.9
Permittivity (s-1) 0.82 0.82 0.82 0.82 0.82 0.75 0.76 0.75 0.75 0.75
Specimen Permittivity @20°C (sec-1) 0.80 0.80 0.80 0.80 0.80 0.73 0.74 0.74 0.74 0.73
Specimen Flow rate (GPM/ft2) 60.0 60.0 60.0 59.9 60.0 54.9 55.4 55.1 55.1 54.6
Specimen Permeability (cm/s) 0.40 0.40 0.40 0.40 0.40 0.37 0.38 0.37 0.37 0.37
TEMPERATURE 0.76
CORRECTED 57.2
VALUES 0.39
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
Permeability (cm/s)
Permittivity (s-1)
Flow rate (GPM/ft2)
GEOTEXTILE TEST RESULTS
TRI Client: Geosyntec Consultants
Project: Denison White Mesa Mill
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Mr. Dwight Pattee <= Same (PO #10019-10-12)
American Environmental Group
3600 Brecksville Road, Suite 100
Richfield, OH 44286
Email: [e-mail]
Dear Ms. Pattee:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2348-45-06
Material(s) Tested:One - 1701-16 oz Nonwoven Geotextile
Test(s) Requested:Mass/Unit Area (ASTM D 5261)
Grab Tensile (ASTM D 4632)
Puncture Strength (ASTM D 4833)
Apparent Opening Size (ASTM D 4751)
Permittivity (ASTM D 4491)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
October 14, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: 1701- 16oz Nonwoven Geotextile
Sample Identification: No Label
TRI Log #: E2348-45-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter circle (grams)7.91 8.18 7.92 8.27 8.23 8.35 8.26 8.73 9.01 7.83 8.27 0.37
Mass/Unit Area (oz/sq.yd)18.4 19.0 18.4 19.2 19.1 19.4 19.2 20.3 21.0 18.2 19.2 16 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)502 455 453 338 492 385 396 396 398 433 425 390 min
TD - Tensile Strength (lbs)682 733 689 820 711 633 858 718 702 851 740 390 min
MD - Elong. @ Max. Load (%)100 85 80 87 89 75 75 87 75 71 82
TD - Elong. @ Max. Load (%)68 68 69 71 67 61 78 74 76 80 71
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)378 323 334 305 325 350 331 279 339 255 332 240 min
356 335 352 359 362
Apparent Opening Size (ASTM D 4751)
Opening Size Diameter (mm)0.103 0.104 0.105 0.105 0.104 0.104 0.21 max
Sieve No.140 140 140 140 140 140 70
Falling Head Permittivity (ASTM D 4491, 9-in Upper Standpipe; 2 in opening)
Water Temp. (C):20
Correction Factor:1.000
Test Speciemn No. >:1 2
Thickness (mils)190 190 190 190 190 196 196 196 196 196
Time (s)32.6 29.8 30.2 30.4 30.5 30.1 30.7 30.4 30.7 30.7
Specimen Permittivity (s-1)0.87 0.95 0.94 0.93 0.93 0.94 0.92 0.93 0.92 0.92
Specimen Permittivity @20°C (sec-1)0.87 0.95 0.94 0.93 0.93 0.94 0.92 0.93 0.92 0.92
Specimen Flow rate (GPM/ft2)65.1 71.2 70.3 69.8 69.6 70.5 69.1 69.8 69.1 69.1
Specimen Permeability (cm/s)0.42 0.46 0.45 0.45 0.45 0.47 0.46 0.46 0.46 0.46
Test Speciemn No. >:3 4
Thickness (mils)198 198 198 198 198 200 200 200 200 200
Time (s)32.2 32.6 32.8 32.8 32.8 31.5 31.9 31.8 32.1 32.1
Permittivity (s-1)0.88 0.87 0.87 0.87 0.87 0.90 0.89 0.89 0.88 0.88
Specimen Permittivity @20°C (sec-1)0.88 0.87 0.87 0.87 0.87 0.90 0.89 0.89 0.88 0.88
Specimen Flow rate (GPM/ft2)65.9 65.1 64.7 64.7 64.7 67.4 66.5 66.7 66.1 66.1
Specimen Permeability (cm/s)0.44 0.44 0.44 0.44 0.44 0.46 0.45 0.45 0.45 0.45
TEMPERATURE 0.90 0.5 min
CORRECTED 67.6
VALUES 0.45
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
Permeability (cm/s)
Permittivity (s-1)
Flow rate (GPM/ft2)
GEOTEXTILE TEST RESULTS
TRI Client: American Environmental Group
Project: Denison White Mesa Mill
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]

Appendix H
Geonet

Appendix H-1
Material Inventory Log
Summary of Geonet Inventory, MQA/MQC Data, and Conformance Test Results
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Specific Gravity Thickness Carbon Black Thickness Transmissivity
minimum Minimum Minimum Minimum
0.940 300 2-3 300 8.00E-03
mils % gm/in (m2/s)
1 per 100,000 1 per 100,000 1 per 100,000 1 per 200,000 1 per 400,000
131339978 CB10030801 250 15 3750 0.962 320 2.6
131339979 CB10030801 250 15 3750 0.962 317 2.5 314
131339980 CB10030801 250 15 3750 0.962 317 2.5
131339981 CB10030801 250 15 3750 0.962 317 2.5
131339982 CB10030801 250 15 3750 0.962 317 2.5
131339983 CB10030801 250 15 3750 0.962 317 2.5
131339984 CB10030801 250 15 3750 0.962 317 2.5
131339985 CB10030801 250 15 3750 0.962 317 2.5
131339986 CB10030801 250 15 3750 0.962 317 2.5
131339987 CB10030801 250 15 3750 0.962 317 2.5
131339988 CB10030801 250 15 3750 0.962 317 2.5
131339989 CB10030801 250 15 3750 0.962 317 2.5
131339990 CB10030801 250 15 3750 0.962 317 2.5
131339991 CB10030801 250 15 3750 0.962 317 2.5
131339992 CB10030801 250 15 3750 0.961 319 2.3
131339993 CB10030801 250 15 3750 0.961 319 2.3
131339994 CB10030801 250 15 3750 0.961 319 2.3
131339995 CB10030801 250 15 3750 0.961 319 2.3
131339996 CB10030801 250 15 3750 0.961 319 2.3
131339997 CB10030801 250 15 3750 0.961 319 2.3
131339998 CB10030801 250 15 3750 0.961 319 2.3
131339999 CB10030801 250 15 3750 0.961 319 2.3
131340000 CB10030801 250 15 3750 0.961 319 2.3
131340001 CB10030801 250 15 3750 0.961 319 2.3
131340002 CB10030801 250 15 3750 0.961 319 2.3
131340003 CB10030801 250 15 3750 0.961 319 2.3
131340004 CB10030801 250 15 3750 0.961 319 2.3
131340005 CB10030801 250 15 3750 0.961 315 2.4
131340006 CB10030801 250 15 3750 0.961 315 2.4
131340007 CB10030801 250 15 3750 0.961 315 2.4
131340008 CB10030801 250 15 3750 0.961 315 2.4
131340009 CB10030801 250 15 3750 0.961 315 2.4
131340010 CB10030904 250 15 3750 0.962 317 2.7
131340011 CB10030904 250 15 3750 0.962 310 2.6
131340012 CB10030904 250 15 3750 0.962 310 2.6
131340013 CB10030904 250 15 3750 0.962 310 2.6
131340014 CB10030904 250 15 3750 0.962 310 2.6
131340015 CB10030904 250 15 3750 0.962 310 2.6
131340016 CB10030904 250 15 3750 0.962 310 2.6
131340017 CB10030904 250 15 3750 0.962 310 2.6
131340018 CB10030904 250 15 3750 0.962 309 2.6
131340019 CB10030904 250 15 3750 0.962 309 2.6
131340020 CB10030904 250 15 3750 0.962 309 2.6
131340021 CB10030904 250 15 3750 0.962 309 2.6
131340022 CB10030904 250 15 3750 0.962 309 2.6
131340023 CB10030904 250 15 3750 0.962 309 2.6
131340024 CB10030904 250 15 3750 0.962 309 2.6
131340025 CB10030904 250 15 3750 0.962 309 2.6
131340026 CB10030904 250 15 3750 0.962 309 2.6
131340027 CB10030904 250 15 3750 0.962 309 2.6
131340028 CB10030904 250 15 3750 0.962 309 2.6
131340029 CB10030904 250 15 3750 0.962 309 2.6
131340030 CB10030904 250 15 3750 0.962 309 2.6
131340031 CB10030904 250 15 3750 0.961 315 2.4
131340032 CB10030904 250 15 3750 0.961 315 2.4 304 9.19E-03
131340033 CB10030904 250 15 3750 0.961 315 2.4
131340034 CB10030904 250 15 3750 0.961 315 2.4
131340035 CB10030904 250 15 3750 0.961 315 2.4
131340036 CB10030904 250 15 3750 0.961 315 2.4
131340037 CB10030904 250 15 3750 0.961 315 2.4
131340038 CB10030904 250 15 3750 0.961 315 2.4
131340039 CB10030904 250 15 3750 0.961 315 2.4
131340040 CB10030904 250 15 3750 0.961 315 2.4
131340041 CB10030904 250 15 3750 0.961 315 2.4
131340042 CB10030904 250 15 3750 0.961 315 2.4
131340043 CB10030904 250 15 3750 0.961 315 2.4
131340044 CB10030904 250 15 3750 0.962 314 2.5
131340045 CB10030904 250 15 3750 0.962 314 2.5
131340046 CB10030904 250 15 3750 0.962 314 2.5
131340047 CB10030904 250 15 3750 0.962 314 2.5
131340048 CB10030904 250 15 3750 0.962 314 2.5
131340049 CB10030904 250 15 3750 0.962 314 2.5
Roll No.
CQA Conformance TestingManufacturer Quality Control Testing
AreaWidthLengthResin Lot
GeonetLog Page 1 of 9
Summary of Geonet Inventory, MQA/MQC Data, and Conformance Test Results
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Specific Gravity Thickness Carbon Black Thickness Transmissivity
minimum Minimum Minimum Minimum
0.940 300 2-3 300 8.00E-03
mils % gm/in (m2/s)
1 per 100,000 1 per 100,000 1 per 100,000 1 per 200,000 1 per 400,000
Roll No.
CQA Conformance TestingManufacturer Quality Control Testing
AreaWidthLengthResin Lot
131340050 CB10030904 250 15 3750 0.962 314 2.5
131340051 CB10030904 250 15 3750 0.962 314 2.5
131340052 CB10030904 250 15 3750 0.962 314 2.5
131340053 CB10030904 250 15 3750 0.962 314 2.5
131340054 CB10030904 250 15 3750 0.962 314 2.5
131340055 CB10030904 250 15 3750 0.962 314 2.5
131340056 CB10030904 250 15 3750 0.962 314 2.5
131340057 CB10030904 250 15 3750 0.962 309 2.4
131340058 CB10030904 250 15 3750 0.962 309 2.4
131340059 CB10030904 250 15 3750 0.962 309 2.4
131340060 CB10030904 250 15 3750 0.962 309 2.4
131340061 CB10030904 250 15 3750 0.962 309 2.4
131340062 CB10030904 250 15 3750 0.962 309 2.4
131340063 CB10030904 250 15 3750 0.962 309 2.4
131340064 CB10030904 250 15 3750 0.962 309 2.4
131340065 CB10030904 250 15 3750 0.962 309 2.4
131340066 CB10030904 250 15 3750 0.962 309 2.4
131340067 CB10030904 250 15 3750 0.962 309 2.4
131340068 CB10030904 250 15 3750 0.962 309 2.4
131340069 CB10030904 250 15 3750 0.962 309 2.4
131340070 CB10030904 250 15 3750 0.962 313 2.5
131340071 CB10030904 250 15 3750 0.962 313 2.5
131340072 CB10030904 250 15 3750 0.962 313 2.5
131340073 CB10030904 250 15 3750 0.962 313 2.5
131340074 CB10030904 250 15 3750 0.962 313 2.5
131340075 CB10030904 250 15 3750 0.962 313 2.5
131340076 CB10030904 250 15 3750 0.962 313 2.5
131340077 CB10030904 250 15 3750 0.962 313 2.5
131340078 CB10030904 250 15 3750 0.962 313 2.5
131340079 CB10030904 250 15 3750 0.962 313 2.5
131340080 CB10030904 250 15 3750 0.962 313 2.5
131340081 CB10030904 250 15 3750 0.962 313 2.5
131340082 CB10030904 250 15 3750 0.962 313 2.5
131340083 CB10030904 250 15 3750 0.961 313 2.3
131340084 CB10030904 250 15 3750 0.961 313 2.3
131340085 CB10030904 250 15 3750 0.961 313 2.3 309
131340086 CB10030904 250 15 3750 0.961 313 2.3
131340087 CB10030904 250 15 3750 0.961 313 2.3
131340088 CB10030904 250 15 3750 0.961 313 2.3
131340089 CB10030904 250 15 3750 0.961 313 2.3
131340090 CB10030904 250 15 3750 0.961 313 2.3
131340091 CB10030904 250 15 3750 0.961 313 2.3
131340092 CB10030904 250 15 3750 0.961 313 2.3
131340093 CB10030904 250 15 3750 0.961 313 2.3
131340094 CB10030904 250 15 3750 0.961 313 2.3
131340095 CB10030904 250 15 3750 0.961 313 2.3
131340096 CB10030904 250 15 3750 0.962 306 2.5
131340097 CB10030904 250 15 3750 0.962 306 2.5
131340098 CB10030904 250 15 3750 0.962 306 2.5
131340099 CB10030904 250 15 3750 0.962 306 2.5
131340100 CB10030904 250 15 3750 0.962 306 2.5
131340101 CB10030904 250 15 3750 0.962 306 2.5
131340102 CB10030904 250 15 3750 0.962 306 2.5
131340103 CB10030904 250 15 3750 0.962 306 2.5
131340104 CB10030904 250 15 3750 0.962 306 2.5
131340105 CB10030904 250 15 3750 0.962 306 2.5
131340106 CB10030904 250 15 3750 0.962 306 2.5
131340107 CB10030904 250 15 3750 0.962 306 2.5
131340108 CB10030904 250 15 3750 0.962 306 2.5
131340109 CB10030904 250 15 3750 0.962 308 2.4
131340110 CB10030904 250 15 3750 0.962 308 2.4
131340111 CB10030904 250 15 3750 0.962 308 2.4
131340112 CB10030904 250 15 3750 0.962 308 2.4
131340113 CB10030904 250 15 3750 0.962 308 2.4
131340114 CB10030904 250 15 3750 0.962 308 2.4
131340115 CB10030904 250 15 3750 0.962 308 2.4
131340116 CB10030904 250 15 3750 0.962 308 2.4
131340117 CB10030904 250 15 3750 0.962 308 2.4
131340118 CB10030904 250 15 3750 0.962 308 2.4
131340119 CB10030904 250 15 3750 0.962 308 2.4
131340120 CB10030904 250 15 3750 0.962 308 2.4
131340121 CB10030904 250 15 3750 0.962 308 2.4
GeonetLog Page 2 of 9
Summary of Geonet Inventory, MQA/MQC Data, and Conformance Test Results
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Specific Gravity Thickness Carbon Black Thickness Transmissivity
minimum Minimum Minimum Minimum
0.940 300 2-3 300 8.00E-03
mils % gm/in (m2/s)
1 per 100,000 1 per 100,000 1 per 100,000 1 per 200,000 1 per 400,000
Roll No.
CQA Conformance TestingManufacturer Quality Control Testing
AreaWidthLengthResin Lot
131340122 CB10030904 250 15 3750 0.960 308 2.2
131340123 CB10030904 250 15 3750 0.960 308 2.2
131340124 CB10030904 250 15 3750 0.960 308 2.2
131340125 CB10030904 250 15 3750 0.960 308 2.2
131340126 CB10030904 250 15 3750 0.960 308 2.2
131340127 CB10030904 250 15 3750 0.960 308 2.2
131340128 CB10030904 250 15 3750 0.960 308 2.2
131340129 CB10030904 250 15 3750 0.960 308 2.2
131340130 CB10030904 250 15 3750 0.960 308 2.2
131340131 CB10030904 250 15 3750 0.960 308 2.2
131340132 CB10030904 250 15 3750 0.960 308 2.2
131340133 CB10030904 250 15 3750 0.960 308 2.2
131340134 CB10030904 250 15 3750 0.960 308 2.2
131340135 CB10030904 250 15 3750 0.961 314 2.3
131340136 CB10030904 250 15 3750 0.961 314 2.3
131340137 CB10030904 250 15 3750 0.961 314 2.3
131340138 CB10030904 250 15 3750 0.961 314 2.3 301 8.59E-03
131340139 CB10030904 250 15 3750 0.961 314 2.3
131340140 CB10030904 250 15 3750 0.961 314 2.3
131340141 CB10030904 250 15 3750 0.961 314 2.3
131340142 CB10030904 250 15 3750 0.961 314 2.3
131340143 CB10030904 250 15 3750 0.961 314 2.3
131340144 CB10030904 250 15 3750 0.961 314 2.3
131340145 CB10030904 250 15 3750 0.961 314 2.3
131340146 CB10030904 250 15 3750 0.961 314 2.3
131340147 CB10030904 250 15 3750 0.961 314 2.3
131340148 CB10030904 250 15 3750 0.961 310 2.3
131340149 CB10030904 250 15 3750 0.961 310 2.3
131340150 CB10030904 250 15 3750 0.961 310 2.3
131340151 CB10030904 250 15 3750 0.961 310 2.3
131340152 CB10030904 250 15 3750 0.961 310 2.3
131340153 CB10030904 250 15 3750 0.961 310 2.3
131340154 CB10030904 250 15 3750 0.961 310 2.3
131340155 CB10030904 250 15 3750 0.961 310 2.3
131340156 CB10030904 250 15 3750 0.961 310 2.3
131340157 CB10030904 250 15 3750 0.961 310 2.3
131340158 CB10030904 250 15 3750 0.961 310 2.3
131340159 CB10030904 250 15 3750 0.961 310 2.3
131340160 CB10030904 250 15 3750 0.961 310 2.3
131340161 CB10030904 250 15 3750 0.963 312 2.6
131340162 CB10030904 250 15 3750 0.963 312 2.6
131340163 CB10030904 250 15 3750 0.963 312 2.6
131340164 CB10030904 250 15 3750 0.963 312 2.6
131340165 CB10030904 250 15 3750 0.963 312 2.6
131340166 CB10030904 250 15 3750 0.963 312 2.6
131340167 CB10030904 250 15 3750 0.963 312 2.6
131340168 CB10030904 250 15 3750 0.963 312 2.6
131340169 CB10030904 250 15 3750 0.963 312 2.6
131340170 CB10030904 250 15 3750 0.963 312 2.6
131340171 CB10030904 250 15 3750 0.963 312 2.6
131340172 CB10030904 250 15 3750 0.963 312 2.6
131340173 CB10030904 250 15 3750 0.963 312 2.6
131340174 CB10030904 250 15 3750 0.961 306 2.2
131340175 CB10030904 250 15 3750 0.961 306 2.2
131340176 CB10030904 250 15 3750 0.961 306 2.2
131340177 CB10030904 250 15 3750 0.961 306 2.2
131340178 CB10030904 250 15 3750 0.961 306 2.2
131340179 CB10030904 250 15 3750 0.961 306 2.2
131340180 CB10030904 250 15 3750 0.961 306 2.2
131340181 CB10030904 250 15 3750 0.961 306 2.2
131340182 CB10030904 250 15 3750 0.961 306 2.2
131340183 CB10030904 250 15 3750 0.961 306 2.2
131340184 CB10030904 250 15 3750 0.961 306 2.2
131340185 CB10030904 250 15 3750 0.961 306 2.2
131340186 CB10030904 250 15 3750 0.961 306 2.2
131340187 CB10030904 250 15 3750 0.960 309 2.2
131340943 CB10032701 250 15 3750 0.963 311 2.5 309 8.66E-03
131340944 CB10032701 250 15 3750 0.962 310 2.4
131340945 CB10032701 250 15 3750 0.962 310 2.4
131340946 CB10032701 250 15 3750 0.962 310 2.4
131340947 CB10032701 250 15 3750 0.962 310 2.4
131340948 CB10032701 250 15 3750 0.962 310 2.4
GeonetLog Page 3 of 9
Summary of Geonet Inventory, MQA/MQC Data, and Conformance Test Results
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Specific Gravity Thickness Carbon Black Thickness Transmissivity
minimum Minimum Minimum Minimum
0.940 300 2-3 300 8.00E-03
mils % gm/in (m2/s)
1 per 100,000 1 per 100,000 1 per 100,000 1 per 200,000 1 per 400,000
Roll No.
CQA Conformance TestingManufacturer Quality Control Testing
AreaWidthLengthResin Lot
131340949 CB10032701 250 15 3750 0.962 310 2.4
131340950 CB10032701 250 15 3750 0.962 310 2.4
131340951 CB10032701 250 15 3750 0.962 310 2.4
131340952 CB10032701 250 15 3750 0.962 310 2.4
131340953 CB10032701 250 15 3750 0.962 310 2.4
131340954 CB10032701 250 15 3750 0.962 310 2.4
131340955 CB10032701 250 15 3750 0.962 310 2.4
131340956 CB10032701 250 15 3750 0.962 310 2.4
131340957 CB10032701 250 15 3750 0.963 310 2.7
131340958 CB10032701 250 15 3750 0.963 310 2.7
131340959 CB10032701 250 15 3750 0.963 310 2.7
131340960 CB10032701 250 15 3750 0.963 310 2.7
131340961 CB10032701 250 15 3750 0.963 310 2.7
131340962 CB10032701 250 15 3750 0.963 310 2.7
131340963 CB10032701 250 15 3750 0.963 310 2.7
131340964 CB10032701 250 15 3750 0.963 310 2.7
131340965 CB10032701 250 15 3750 0.963 310 2.7
131340966 CB10032701 250 15 3750 0.963 310 2.7
131340967 CB10032701 250 15 3750 0.963 310 2.7
131340968 CB10032701 250 15 3750 0.963 310 2.7
131340969 CB10032701 250 15 3750 0.963 310 2.7
131340970 CB10032701 250 15 3750 0.964 305 2.7
131340971 CB10032701 250 15 3750 0.964 305 2.7
131340972 CB10032701 250 15 3750 0.964 305 2.7
131340973 CB10032701 250 15 3750 0.964 305 2.7
131340974 CB10032701 250 15 3750 0.964 305 2.7
131340975 CB10032701 250 15 3750 0.964 305 2.7
131340976 CB10032701 250 15 3750 0.964 305 2.7
131340977 CB10032701 250 15 3750 0.964 305 2.7
131340978 CB10032701 250 15 3750 0.964 305 2.7
131340979 CB10032701 250 15 3750 0.964 305 2.7
131340980 CB10032701 250 15 3750 0.964 305 2.7
131340981 CB10032701 250 15 3750 0.964 305 2.7
131340982 CB10032701 250 15 3750 0.964 305 2.7
131340983 CB10032701 250 15 3750 0.964 304 2.5
131340984 CB10032701 250 15 3750 0.964 304 2.5
131340985 CB10032701 250 15 3750 0.964 304 2.5
131340986 CB10032701 250 15 3750 0.964 304 2.5
131340987 CB10032701 250 15 3750 0.964 304 2.5
131340988 CB10032701 250 15 3750 0.964 304 2.5
131340989 CB10032701 250 15 3750 0.964 304 2.5
131342048 CB20040501 250 15 3750 0.962 323 2.4
131342049 CB20040501 250 15 3750 0.962 323 2.4
131342170 CB20040501 250 15 3750 0.963 314 2.5
131342171 CB20040501 250 15 3750 0.962 315 2.3
131342274 CB20040501 256 15 3840 0.962 312 2.4
131342468 CB20041301 250 15 3750 0.962 303 2.5 303
131342469 CB20041301 250 15 3750 0.961 304 2.3
131342470 CB20041301 250 15 3750 0.961 304 2.3
131342471 CB20041301 250 15 3750 0.961 304 2.3
131342472 CB20041301 250 15 3750 0.961 304 2.3
131342473 CB20041301 250 15 3750 0.961 304 2.3
131342474 CB20041301 250 15 3750 0.961 304 2.3
131342475 CB20041301 250 15 3750 0.961 304 2.3
131342476 CB20041301 250 15 3750 0.961 304 2.3
131342477 CB20041301 250 15 3750 0.961 304 2.3
131342478 CB20041301 250 15 3750 0.961 304 2.3
131342479 CB20041301 250 15 3750 0.961 304 2.3
131342480 CB20041301 250 15 3750 0.961 304 2.3
131342481 CB20041301 250 15 3750 0.961 304 2.3
131342482 CB20041301 250 15 3750 0.962 303 2.6
131342483 CB20041301 250 15 3750 0.962 303 2.6
131342484 CB20041301 250 15 3750 0.962 303 2.6
131342485 CB20041301 250 15 3750 0.962 303 2.6
131342486 CB20041301 250 15 3750 0.962 303 2.6
131342487 CB20041301 250 15 3750 0.962 303 2.6
131342488 CB20041301 250 15 3750 0.962 303 2.6
131342489 CB20041301 250 15 3750 0.962 303 2.6
131342490 CB20041301 250 15 3750 0.962 303 2.6
131342491 CB20041301 250 15 3750 0.962 303 2.6
131342492 CB20041301 250 15 3750 0.962 303 2.6
131342493 CB20041301 250 15 3750 0.962 303 2.6
GeonetLog Page 4 of 9
Summary of Geonet Inventory, MQA/MQC Data, and Conformance Test Results
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Specific Gravity Thickness Carbon Black Thickness Transmissivity
minimum Minimum Minimum Minimum
0.940 300 2-3 300 8.00E-03
mils % gm/in (m2/s)
1 per 100,000 1 per 100,000 1 per 100,000 1 per 200,000 1 per 400,000
Roll No.
CQA Conformance TestingManufacturer Quality Control Testing
AreaWidthLengthResin Lot
131342494 CB20041301 250 15 3750 0.962 303 2.6
131342495 CB20041301 250 15 3750 0.961 305 2.4
131342496 CB20041301 250 15 3750 0.961 305 2.4
131342497 CB20041301 250 15 3750 0.961 305 2.4
131342498 CB20041301 250 15 3750 0.961 305 2.4
131342499 CB20041301 250 15 3750 0.961 305 2.4
131342500 CB20041301 250 15 3750 0.961 305 2.4
131342501 CB20041301 250 15 3750 0.961 305 2.4
131342502 CB20041301 250 15 3750 0.961 305 2.4
131342503 CB20041301 250 15 3750 0.961 305 2.4
131342504 CB20041301 250 15 3750 0.961 305 2.4
131342505 CB20041301 250 15 3750 0.961 305 2.4
131342506 CB20041301 250 15 3750 0.961 305 2.4
131342507 CB20041301 250 15 3750 0.961 305 2.4
131342508 CB20041301 250 15 3750 0.961 306 2.3
131342509 CB20041301 250 15 3750 0.961 306 2.3
131342510 CB20041301 250 15 3750 0.961 306 2.3
131342511 CB20041301 250 15 3750 0.961 306 2.3
131342512 CB20041301 250 15 3750 0.961 306 2.3
131342513 CB20041301 250 15 3750 0.961 306 2.3
131342514 CB20041301 250 15 3750 0.961 306 2.3
131342515 CB20041301 250 15 3750 0,961 306 2.3
131342517 CB20041301 250 15 3750 0.961 306 2.3
131342518 CB20041301 250 15 3750 0.961 306 2.3
131342519 CB20041301 250 15 3750 0.961 306 2.3
131342520 CB20041301 250 15 3750 0.961 306 2.3
131342521 CB20041301 250 15 3750 0.962 313 2.7 308 8.50E-03
131342522 CB20041301 250 15 3750 0.962 313 2.7
131342523 CB20041301 250 15 3750 0.962 313 2.7
131342524 CB20041301 250 15 3750 0.962 313 2.7
131342525 CB20041301 250 15 3750 0.962 313 2.7
131342526 CB20041301 250 15 3750 0.962 313 2.7
131342527 CB20041301 250 15 3750 0.962 313 2.7
131342528 CB20041301 250 15 3750 0.962 313 2.7
131342529 CB20041301 250 15 3750 0.962 313 2.7
131342530 CB20041301 250 15 3750 0.962 313 2.7
131342531 CB20041301 250 15 3750 0.962 313 2.7
131342532 CB20041301 250 15 3750 0.962 313 2.7
131342533 CB20041301 250 15 3750 0.962 313 2,7
131342534 CB20041301 250 15 3750 0.964 325 2.5
131342535 CB20041301 250 15 3750 0.964 325 2.5
131342536 CB20041301 250 15 3750 0.964 325 2.5
131342537 CB20041301 250 15 3750 0.964 325 2.5
131342538 CB20041301 250 15 3750 0.964 325 2.5
131342539 CB20041301 250 15 3750 0.964 325 2.5
131342540 CB20041301 250 15 3750 0.964 325 2.5
131342541 CB20041301 250 15 3750 0.964 325 2.5
131342542 CB20041301 250 15 3750 0.964 325 2.5
131342543 CB20041301 250 15 3750 0.964 325 2.5
131342544 CB20041301 250 15 3750 0.964 325 2.5
131342545 CB20041301 250 15 3750 0.964 325 2.5
131342546 CB20041301 250 15 3750 0.964 325 2.5
131342547 CB20041301 250 15 3750 0.964 307 2.3
131342548 CB20041301 250 15 3750 0.964 307 2.3
131342549 CB20041301 250 15 3750 0.964 307 2.3
131342550 CB20041301 250 15 3750 0.964 307 2.3
131342551 CB20041301 250 15 3750 0.964 307 2.3
131342552 CB20041301 250 15 3750 0.964 307 2.3
131342553 CB20041301 250 15 3750 0.964 307 2.3
131342554 CB20041301 250 15 3750 0.964 307 2.3
131342555 CB20041301 250 15 3750 0.964 307 2.3
131342556 CB20041301 250 15 3750 0.964 307 2.3
131342557 CB20041301 250 15 3750 0.964 307 2.3
131342558 CB20041301 250 15 3750 0.964 307 2.3
131342559 CB20041301 250 15 3750 0.964 307 2.3
131342560 CB20041301 250 15 3750 0.964 305 2.5
131342561 CB20041301 250 15 3750 0.964 305 2.5
131342562 CB20041301 250 15 3750 0.964 305 2.5
131342563 CB20041301 250 15 3750 0.964 305 2.5
131342564 CB20041301 250 15 3750 0.964 305 2.5
131342565 CB20041301 250 15 3750 0.964 305 2.5
131342566 CB20041301 250 15 3750 0.964 305 2.5
GeonetLog Page 5 of 9
Summary of Geonet Inventory, MQA/MQC Data, and Conformance Test Results
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Specific Gravity Thickness Carbon Black Thickness Transmissivity
minimum Minimum Minimum Minimum
0.940 300 2-3 300 8.00E-03
mils % gm/in (m2/s)
1 per 100,000 1 per 100,000 1 per 100,000 1 per 200,000 1 per 400,000
Roll No.
CQA Conformance TestingManufacturer Quality Control Testing
AreaWidthLengthResin Lot
131342567 CB20041301 250 15 3750 0.964 305 2.5
131342568 CB20041301 250 15 3750 0.964 305 2.5
131342569 CB20041301 250 15 3750 0.964 305 2.5
131342570 CB20041301 250 15 3750 0.964 305 2.5
131342571 CB20041301 250 15 3750 0.964 305 2.5
131342572 CB20041301 250 15 3750 0.964 305 2.5
131342573 CB20041301 250 15 3750 0.963 303 2.3
131342574 CB20041301 250 15 3750 0.963 303 2.3
131342575 CB20041301 250 15 3750 0.963 303 2.3
131342576 CB20041301 250 15 3750 0.963 303 2.3
131342577 CB20041301 250 15 3750 0.963 303 2.3
131342578 CB20041301 250 15 3750 0.963 303 2.3
131342579 CB20041301 250 15 3750 0.963 303 2.3
131342580 CB20041301 250 15 3750 0.963 303 2.3
131342581 CB20041301 250 15 3750 0.963 303 2.3
131342582 CB20041301 250 15 3750 0.963 303 2.3
131342583 CB20041301 250 15 3750 0.963 303 2.3
131342584 CB20041301 250 15 3750 0.963 303 2.3
131342585 CB20041301 250 15 3750 0.963 303 2.3
131342586 CB20041301 250 15 3750 0.964 305 2.5
131342587 CB20041301 250 15 3750 0.964 305 2.5
131342588 CB20041301 250 15 3750 0.964 305 2.5
131342589 CB20041301 250 15 3750 0.964 305 2.5
131342590 CB20041301 250 15 3750 0.964 305 2.5
131342591 CB20041301 250 15 3750 0.964 305 2.5
131342592 CB20041301 250 15 3750 0.964 305 2.5
131342593 CB20041301 250 15 3750 0.964 305 2.5
131342594 CB20041301 250 15 3750 0.964 305 2.5
131342595 CB20041301 250 15 3750 0.964 305 2.5
131342596 CB20041301 250 15 3750 0.964 305 2.5
131342597 CB20041301 250 15 3750 0.964 305 2.5
131342598 CB20041301 250 15 3750 0.964 305 2.5
131342599 CB20041301 250 15 3750 0.964 309 2.7
131342600 CB20041301 250 15 3750 0.964 309 2.7
131342601 CB20041301 250 15 3750 0.964 309 2.7
131342602 CB20041301 250 15 3750 0.964 309 2.7
131342603 CB20041301 250 15 3750 0.964 309 2.7
131342604 CB20041301 250 15 3750 0.964 309 2.7
131342605 CB20041301 250 15 3750 0.964 309 2.7
131342606 CB20041301 250 15 3750 0.964 309 2.7
131342607 CB20041301 250 15 3750 0.964 309 2.7
131342608 CB20041301 250 15 3750 0.964 309 2.7
131342609 C100414M01 250 15 3750 0.964 309 2.7 318 8.46E-03
131342610 C100414M01 250 15 3750 0.963 305 2.4
131342611 C100414M01 250 15 3750 0.963 305 2.4
131342612 C100414M01 250 15 3750 0.963 305 2.4
131342613 C100414M01 250 15 3750 0.963 305 2.4
131342614 C100414M01 250 15 3750 0.963 305 2.4
131342615 C100414M01 250 15 3750 0.963 305 2.4
131342616 C100414M01 250 15 3750 0.963 305 2.4
131342617 C100414M01 250 15 3750 0.963 305 2.4
131342618 C100414M01 250 15 3750 0.963 305 2.4
131342619 C100414M01 250 15 3750 0.963 305 2.4
131342620 C100414M01 250 15 3750 0.963 305 2.4
131342621 C100414M01 250 15 3750 0.963 305 2.4
131342622 C100414M01 250 15 3750 0.963 305 2.4
131342623 C100414M01 250 15 3750 0.963 309 2.6
131342624 C100414M01 250 15 3750 0.963 309 2.6
131342625 C100414M01 250 15 3750 0.963 309 2.6
131342626 C100414M01 250 15 3750 0.963 309 2.6
131342627 C100414M01 250 15 3750 0.963 309 2.6 303
131342628 C100414M01 250 15 3750 0.963 309 2.6
131342629 C100414M01 250 15 3750 0.963 309 2.6
131342630 C100414M01 250 15 3750 0.963 309 2.6
131342631 C100414M01 250 15 3750 0.963 309 2.6
131342632 C100414M01 250 15 3750 0,963 309 2.6
131342633 C100414M01 250 15 3750 0.963 309 2.6
131342634 C100414M01 250 15 3750 0.963 309 2.6
131342635 C100414M01 250 15 3750 0.963 309 2.6
131342636 C100414M01 250 15 3750 0.964 306 2.5
131342637 C100414M01 250 15 3750 0.964 306 2.5
131342638 C100414M01 250 15 3750 0.964 306 2.5
GeonetLog Page 6 of 9
Summary of Geonet Inventory, MQA/MQC Data, and Conformance Test Results
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Specific Gravity Thickness Carbon Black Thickness Transmissivity
minimum Minimum Minimum Minimum
0.940 300 2-3 300 8.00E-03
mils % gm/in (m2/s)
1 per 100,000 1 per 100,000 1 per 100,000 1 per 200,000 1 per 400,000
Roll No.
CQA Conformance TestingManufacturer Quality Control Testing
AreaWidthLengthResin Lot
131342639 C100414M01 250 15 3750 0.964 306 2.5
131342640 C100414M01 250 15 3750 0.964 306 2.5
131342641 C100414M01 250 15 3750 0.964 306 2.5
131342642 C100414M01 250 15 3750 0.964 306 2.5
131342643 C100414M01 250 15 3750 0.964 306 2.5
131342644 C100414M01 250 15 3750 0.964 306 2.5
131342645 C100414M01 250 15 3750 0.964 306 2.5
131342646 C100414M01 250 15 3750 0.964 306 2.5
131342647 C100414M01 250 15 3750 0.964 306 2.5
131342648 C100414M01 250 15 3750 0.964 306 2.5
131342649 C100414M01 250 15 3750 0.962 306 2.5
131342650 CB20041602 250 15 3750 0.962 306 2.5
131342651 CB20041602 250 15 3750 0.962 306 2.5
131342652 CB20041602 250 15 3750 0.962 306 2.5
131342653 CB20041602 250 15 3750 0.962 306 2.5
131342654 CB20041602 250 15 3750 0.962 306 2.5
131342655 CB20041602 250 15 3750 0.962 306 2.5
131342656 CB20041602 250 15 3750 0.962 306 2.5
131342657 CB20041602 250 15 3750 0.962 306 2.5
131342658 CB20041602 250 15 3750 0.962 306 2.5
131342659 CB20041602 250 15 3750 0.962 306 2.5
131342660 CB20041602 250 15 3750 0.962 306 2.5
131342661 CB20041602 250 15 3750 0.962 306 2.5
131342662 CB20041602 250 15 3750 0.963 306 2.5
131342663 CB20041602 250 15 3750 0.963 306 2.5
131342664 CB20041602 250 15 3750 0.963 306 2.5
131342665 CB20041602 250 15 3750 0.963 306 2.5
131342666 CB20041602 250 15 3750 0.963 306 2.5
131342667 CB20041602 250 15 3750 0.963 306 2.5
131342668 CB20041602 250 15 3750 0.963 306 2.5
131342669 CB20041602 250 15 3750 0.963 306 2.5
131342670 CB20041602 250 15 3750 0.963 306 2.5
131342671 CB20041602 250 15 3750 0.963 306 2.5
131342672 CB20041602 250 15 3750 0.963 306 2.5
131342673 CB20041602 250 15 3750 0.963 306 2.5
131342674 CB20041602 250 15 3750 0.963 306 2.5
131342675 CB20041602 250 15 3750 0.964 307 2.3
131342676 CB20041602 250 15 3750 0.964 307 2.3
131342677 CB20041602 250 15 3750 0.964 307 2.3
131342678 CB20041602 250 15 3750 0.964 307 2.3
131342679 CB20041602 250 15 3750 0.964 307 2.3
131342680 CB20041602 250 15 3750 0.964 307 2.3
131342681 CB20041602 250 15 3750 0.964 307 2.3
131342682 CB20041602 250 15 3750 0.964 307 2.3
131342683 CB20041602 250 15 3750 0.964 307 2.3
131342684 CB20041602 250 15 3750 0.964 307 2.3
131342685 CB20041602 250 15 3750 0.964 307 2.3
131342686 CB20041602 250 15 3750 0.964 307 2.3
131342687 CB20041602 250 15 3750 0.964 307 2.3
131342688 CB20041602 250 15 3750 0.964 307 2.5
131342689 CB20041602 250 15 3750 0.964 307 2.5
131342690 CB20041602 250 15 3750 0.964 307 2.5
131342691 CB20041602 250 15 3750 0.964 307 2.5
131342692 CB20041602 250 15 3750 0.964 307 2.5
131342693 CB20041602 250 15 3750 0.964 307 2.5
131342694 CB20041602 250 15 3750 0.964 307 2.5
131342695 CB20041602 250 15 3750 0.964 307 2.5
131342696 CB20041602 250 15 3750 0.964 307 2.5
131342697 CB20041602 250 15 3750 0.964 307 2.5
131342698 CB20041602 250 15 3750 0.964 307 2.5
131342699 CB20041602 250 15 3750 0.964 307 2.5
131342700 CB20041602 250 15 3750 0.964 307 2.5
131342701 CB20041602 250 15 3750 0.963 307 2.6
131342702 CB20041602 250 15 3750 0.963 307 2.6
131342703 CB20041602 250 15 3750 0.963 307 2.6 306 8.15E-03
131342704 CB20041602 250 15 3750 0.963 307 2.6
131342705 CB20041602 250 15 3750 0.963 307 2.6
131342706 CB20041602 250 15 3750 0.963 307 2.6
131342707 CB20041602 250 15 3750 0.963 307 2.6
131342708 CB20041602 250 15 3750 0.963 307 2.6
131342709 CB20041602 250 15 3750 0.963 307 2.6
131342710 CB20041602 250 15 3750 0.963 307 2.6
GeonetLog Page 7 of 9
Summary of Geonet Inventory, MQA/MQC Data, and Conformance Test Results
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Specific Gravity Thickness Carbon Black Thickness Transmissivity
minimum Minimum Minimum Minimum
0.940 300 2-3 300 8.00E-03
mils % gm/in (m2/s)
1 per 100,000 1 per 100,000 1 per 100,000 1 per 200,000 1 per 400,000
Roll No.
CQA Conformance TestingManufacturer Quality Control Testing
AreaWidthLengthResin Lot
131342711 CB20041602 250 15 3750 0.963 307 2.6
131342712 CB20041602 250 15 3750 0.963 307 2.6
131342713 CB20041602 250 15 3750 0.963 307 2.6
131342714 CB20041602 250 15 3750 0.964 311 2.4
131342715 CB20041602 250 15 3750 0.964 311 2.4
131342716 CB20041602 250 15 3750 0.964 311 2.4
131342717 CB20041602 250 15 3750 0.964 311 2.4
131342718 CB20041602 250 15 3750 0.964 311 2.4
131342719 CB20041602 250 15 3750 0.964 311 2.4
131342720 CB20041602 250 15 3750 0.964 311 2.4
131342721 CB20041602 250 15 3750 0.964 311 2.4
131342722 CB20041602 250 15 3750 0.964 311 2.4
131342723 CB20041602 250 15 3750 0.964 311 2.4
131342724 CB20041602 250 15 3750 0.964 311 2.4
131342725 CB20041602 250 15 3750 0.964 311 2.4
131342726 CB20041602 250 15 3750 0.964 311 2.4
131342727 CB20041602 250 15 3750 0.964 307 2.4
131342728 CB20041602 250 15 3750 0.964 307 2.4
131342729 CB20041602 250 15 3750 0.964 307 2.4
131342730 CB20041602 250 15 3750 0.964 307 2.4
131342731 CB20041602 250 15 3750 0.964 307 2.4
131342732 CB20041602 250 15 3750 0.964 307 2.4
131342733 CB20041602 250 15 3750 0.964 307 2.4
131342734 CB20041602 250 15 3750 0.964 307 2.4
131342735 CB20041602 250 15 3750 0.964 307 2.4
131342736 CB20041602 250 15 3750 0.964 307 2.4
131342737 CB20041602 250 15 3750 0.964 307 2.4
131342738 CB20041602 250 15 3750 0.964 307 2.4
131342739 CB20041602 250 15 3750 0.964 307 2.4
131342740 CB20041602 250 15 3750 0.963 308 2.5
131342741 CB20041602 250 15 3750 0.963 308 2.5
131342742 CB20041602 250 15 3750 0.963 308 2.5
131342743 CB20041602 250 15 3750 0.963 308 2.5
131342744 CB20041602 250 15 3750 0.963 308 2.5
131342745 CB20041602 250 15 3750 0.963 308 2.5
131342746 CB20041602 250 15 3750 0.963 308 2.5
131342747 CB20041602 250 15 3750 0.963 308 2.5
131342748 CB20041602 250 15 3750 0.963 308 2.5
131342749 CB20041602 250 15 3750 0.963 308 2.5
131342750 CB20041602 250 15 3750 0.963 308 2.5
131342751 CB20041602 250 15 3750 0.963 308 2.5
131342752 CB20041602 250 15 3750 0.963 308 2.5
131342753 CB20041602 250 15 3750 0.965 304 2.6
131342754 CB20041602 250 15 3750 0.965 304 2.6
131342755 CB20041602 250 15 3750 0.965 304 2.6
131342756 CB20041602 250 15 3750 0.965 304 2.6 306
131342757 CB20041602 250 15 3750 0.965 304 2.6
131342758 CB20041602 250 15 3750 0.965 304 2.6
131342759 CB20041602 250 15 3750 0.965 304 2.6
131342760 CB20041602 250 15 3750 0.965 304 2.6
131342761 CB20041602 250 15 3750 0.965 304 2.6
131342762 CB20041602 250 15 3750 0.965 304 2.6
131342763 CB20041602 250 15 3750 0.965 304 2.6
131342764 CB20041602 250 15 3750 0.965 304 2.6
131342765 CB20041602 250 15 3750 0.965 304 2.6
131342766 CB20041602 250 15 3750 0.964 307 2.7
131342767 CB20041602 250 15 3750 0.964 307 2.7
131342768 CB20041602 250 15 3750 0.964 307 2.7
131342769 CB20041602 250 15 3750 0.964 307 2.7
131342770 CB20041602 250 15 3750 0.964 307 2.7
131342771 CB20041602 250 15 3750 0.964 307 2.7
131342772 CB20041602 250 15 3750 0.964 307 2.7
131342773 CB20041602 250 15 3750 0.964 307 2.7
131342774 CB20041602 250 15 3750 0.964 307 2.7
131342775 CB20041602 250 15 3750 0.964 307 2.7
131342776 CB20041602 250 15 3750 0.964 307 2.7
131342777 CB20041602 250 15 3750 0.964 307 2.7
131342778 CB20041602 250 15 3750 0.964 307 2.7
131342779 CB20041602 250 15 3750 0.964 307 2.4
131342780 CB20041602 250 15 3750 0.964 307 2.4
131342781 CB20041602 250 15 3750 0.964 307 2.4
131342782 CB20041602 250 15 3750 0.964 307 2.4
GeonetLog Page 8 of 9
Summary of Geonet Inventory, MQA/MQC Data, and Conformance Test Results
White Mesa Mill - Cell 4B
Blanding, Utah
Geosyntec Consultants
Specific Gravity Thickness Carbon Black Thickness Transmissivity
minimum Minimum Minimum Minimum
0.940 300 2-3 300 8.00E-03
mils % gm/in (m2/s)
1 per 100,000 1 per 100,000 1 per 100,000 1 per 200,000 1 per 400,000
Roll No.
CQA Conformance TestingManufacturer Quality Control Testing
AreaWidthLengthResin Lot
131342783 CB20041602 250 15 3750 0.964 307 2.4
131342784 CB20041602 250 15 3750 0.964 307 2.4
131342785 CB20041602 250 15 3750 0.964 307 2.4
Number of Tests: 46 46 578 11 6
Total (sf): 2,171,340 47,203 47,203 3,757 197,395 361,890
GeonetLog Page 9 of 9

Appendix H-2
CQA Conformance Test Results
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2341-31-05
Material(s) Tested:4 GSE 300E-00-00-E-00 Geonet(s)
Test(s) Requested:Transmissivity (ASTM D 4716) - GN
Thickness (ASTM D 5199) - GN
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
April 28, 2010
page 1 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: GSE 300E-00-00-E-00 Geonet
Sample Identification: 131339979
TRI Log #: E2341-31-05
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)320 312 312 314 309 318 307 315 321 310 314 5
307 << min
MD Machine Direction TD Transverse Direction NA Not Available
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction: of this report, except in full, without prior approval of TRI.
GEONET TEST RESULTS
TRI Client: Geosyntec
Project: Denisson White Mesa
page 2 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: GSE 300E-00-00-E-00 Geonet
Sample Identification: 131340032
TRI Log #: E2341-31-05
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf):7,000
Hydraulic Gradient:0.1
12
12
Plate / GSE 60 mil. HDPE SMGM / GN Sample / GSE 60 mil. HDPE SMGM/Plate
Seat Time
(hours)
Volume (cc)1406 1423 1379
Time (s)5.00 5.09 4.93
Flow Rate (GPM/ft width)4.46 4.43 4.43 4.44 0.01
Transmissivity (m^2/s)9.23E-03 9.17E-03 9.18E-03 9.19E-03 2.96E-05
Test Temp (C)
Temp. Corr. Factor
Thickness (ASTM D 5199)
Thickness (mils)306 305 302 306 298 299 301 303 313 305 304 4
298 << min
MD Machine Direction TD Transverse Direction NA Not Available
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction: of this report, except in full, without prior approval of TRI.
GEONET TEST RESULTS
TRI Client: Geosyntec
Project: Denisson White Mesa
Test Length (in)
Test Width (in)
Specimen 1
1
20.0
1.000
Plate
Plate
OutflowInflow
SMGM
SMGM
Geonet
page 3 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: GSE 300E-00-00-E-00 Geonet
Sample Identification: 131340085
TRI Log #: E2341-31-05
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils)328 303 299 297 311 318 313 311 304 306 309 9
297 << min
MD Machine Direction TD Transverse Direction NA Not Available
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction: of this report, except in full, without prior approval of TRI.
GEONET TEST RESULTS
TRI Client: Geosyntec
Project: Denisson White Mesa
page 4 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: GSE 300E-00-00-E-00 Geonet
Sample Identification: 131340138
TRI Log #: E2341-31-05
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf):7,000
Hydraulic Gradient:0.1
12
12
Plate / GSE 60 mil. HDPE SMGM / GN Sample / GSE 60 mil. HDPE SMGM/Plate
Seat Time
(hours)
Volume (cc)1318 1308 1353
Time (s)5.03 5.00 5.16
Flow Rate (GPM/ft width)4.15 4.15 4.16 4.15 0.00
Transmissivity (m^2/s)8.60E-03 8.58E-03 8.60E-03 8.59E-03 1.03E-05
Test Temp (C)
Temp. Corr. Factor
Thickness (ASTM D 5199)
Thickness (mils)305 305 301 297 302 297 304 297 301 304 301 3
297 << min
MD Machine Direction TD Transverse Direction NA Not Available
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction: of this report, except in full, without prior approval of TRI.
GEONET TEST RESULTS
TRI Client: Geosyntec
Project: Denisson White Mesa
Test Length (in)
Test Width (in)
Specimen 1
1
20.0
1.000
Plate
Plate
OutflowInflow
SMGM
SMGM
Geonet
page 5 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To:Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number:E2341-39-10
Material(s) Tested:1 GSE GNS-300E-00-00 Geonet
Test(s) Requested:Transmissivity (ASTM D 4716) - GN
Thickness (ASTM D 5199) - GN
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Dr. Mansukh Patel
Sr. Laboratory Coordinator
Geosynthetic Services Division
www.GeosyntheticTesting.com
cc: Sam R. Allen, Vice President and Division Manager
May 10, 2010
page 1 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: GSE 300E-00-00-E-00 Geonet
Sample Identification: 131340943
TRI Log #: E2341-31-05
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf):7,000
Hydraulic Gradient:0.1
12
12
Plate / GSE 60 mil. HDPE SMGM / GN Sample / GSE 60 mil. HDPE SMGM/Plate
Seat Time
(hours)
Volume (cc)1312 1325 1336
Time (s)5.01 5.01 5.03
Flow Rate (GPM/ft width)4.15 4.19 4.21 4.18 0.03
Transmissivity (m^2/s)8.59E-03 8.68E-03 8.71E-03 8.66E-03 6.27E-05
Test Temp (C)
Temp. Corr. Factor
Thickness (ASTM D 5199)
Thickness (mils)307 313 316 313 319 310 308 302 301 302 309 6
301 << min
MD Machine Direction TD Transverse Direction NA Not Available
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction: of this report, except in full, without prior approval of TRI.
Specimen 1
Test Length (in)
Test Width (in)
GEONET TEST RESULTS
TRI Client: Geosyntec
Project: Denisson White Mesa
1
20.0
1.000
Plate
Plate
OutflowInflow
SMGM
SMGM
Geonet
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2341-54-10
Material(s) Tested: 2 GSE 300E-00-00-E-00 Geonet
Test(s) Requested: Transmissivity (ASTM D 4716)
Thickness (ASTM D 5199)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Sam Allen
Vice President
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 3, 2010
page 1 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: GSE 300E-00-00-E-00 Geonet
Sample Identification: 131342468
TRI Log #: E2341-54-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils) 302 302 304 303 296 303 302 305 307 309 303 3
296 << min
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction: of this report, except in full, without prior approval of TRI.
GEONET TEST RESULTS
TRI Client: Geosyntec
Project: Denison White Mesa
page 2 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: GSE 300E-00-00-E-00 Geonet
Sample Identification: 131342521
TRI Log #: E2341-54-10
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf): 7,000
Hydraulic Gradient: 0.1
12
12
Plate / GSE 60 mil. HDPE SMGM / GN Sample / GSE 60 mil. HDPE SMGM
Seat Time
(hours)
Volume (cc) 1314 1323 1317
Time (s) 5.06 5.12 5.09
Flow Rate (GPM/ft width) 4.12 4.10 4.10 4.10 0.01
Transmissivity (m^2/s)8.52E-03 8.48E-03 8.49E-03 8.50E-03 2.18E-05
Test Temp (C)
Temp. Corr. Factor
Thickness (ASTM D 5199)
Thickness (mils) 306 308 309 315 316 305 309 306.0 301 307 308 4
301 << min
MD Machine Direction
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction: of this report, except in full, without prior approval of TRI.
1
20.0
1.000
Test Width (in)
Specimen 1
GEONET TEST RESULTS
TRI Client: Geosyntec
Project: Denison White Mesa
Test Length (in)
Plate
Plate
OutflowInflow
SMGM
SMGM
Geonet
page 3 of 3
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Mail To: Bill To:
Ms. Rebecca Flynn <= Same
Geosyntec Consultants
10875 Rancho Bernardo Rd., Suite 200
San Diego, CA 92127
Email: [e-mail]
CC: [e-mail]
Dear Ms. Flynn:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Denison White Mesa Mill
TRI Job Reference Number: E2341-66-06
Material(s) Tested: 4 GSE 300E-00-00-E-00 Geonet
Test(s) Requested: Transmissivity (ASTM D 4716)
Thickness (ASTM D 5199)
If you have any questions or require any additional information, please call us at
1-800-880-8378.
Sincerely,
Jarrett A. Nelson
Special Projects Manager
Geosynthetic Services Division
www.GeosyntheticTesting.com
June 2, 2010
page 1 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: GSE 300E-00-00-E-00 Geonet
Sample Identification: 131342609
TRI Log #: E2341-66-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf):7,000
Hydraulic Gradient:0.1
12
12
Plate / GSE 60 mil. HDPE SMGM / GN Sample / GSE 60 mil. HDPE SMGM
Seat Time
(hours)
Volume (cc)1316 1301 1285
Time (s)5.10 5.09 4.95
Flow Rate (GPM/ft width) 4.09 4.05 4.12 4.09 0.03
Transmissivity (m^2/s)8.47E-03 8.39E-03 8.52E-03 8.46E-03 6.61E-05
Test Temp (C)
Temp. Corr. Factor
Thickness (ASTM D 5199)
Thickness (mils) 312 307 352 307 365 300 311 306 312 309 318 22
300 << min
MD Machine Direction TD Transverse Direction NA Not Available
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction: of this report, except in full, without prior approval of TRI.
GEONET TEST RESULTS
TRI Client: Geosyntec
Project: Denisson White Mesa
Specimen 1
Test Length (in)
Test Width (in)
1
20.0
1.000
Plate
Plate
OutflowInflow
SMGM
SMGM
Geonet
page 2 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: GSE 300E-00-00-E-00 Geonet
Sample Identification: 131342627
TRI Log #: E2341-66-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils) 309 308 302 303 296 300 303 303 300 302 303 4
296 << min
MD Machine Direction TD Transverse Direction NA Not Available
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction: of this report, except in full, without prior approval of TRI.
GEONET TEST RESULTS
TRI Client: Geosyntec
Project: Denisson White Mesa
page 3 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: GSE 300E-00-00-E-00 Geonet
Sample Identification: 131342703
TRI Log #: E2341-66-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf):7,000
Hydraulic Gradient:0.1
12
12
Plate / GSE 60 mil. HDPE SMGM / GN Sample / GSE 60 mil. HDPE SMGM
Seat Time
(hours)
Volume (cc)1252 1272 1251
Time (s)5.04 5.12 5.04
Flow Rate (GPM/ft width) 3.94 3.94 3.93 3.94 0.00
Transmissivity (m^2/s)8.15E-03 8.15E-03 8.14E-03 8.15E-03 4.01E-06
Test Temp (C)
Temp. Corr. Factor
Thickness (ASTM D 5199)
Thickness (mils) 302 307 306 306 305 308 312 308 302 303 306 3
302 << min
MD Machine Direction TD Transverse Direction NA Not Available
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction: of this report, except in full, without prior approval of TRI.
GEONET TEST RESULTS
TRI Client: Geosyntec
Project: Denisson White Mesa
Test Length (in)
Test Width (in)
Specimen 1
1
20.0
1.000
Plate
Plate
OutflowInflow
SMGM
SMGM
Geonet
page 4 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
Material: GSE 300E-00-00-E-00 Geonet
Sample Identification: 131342756
TRI Log #: E2341-66-06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)
Thickness (mils) 308 306 302 313 310 298 314 308 305 299 306 5
298 << min
MD Machine Direction TD Transverse Direction NA Not Available
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction: of this report, except in full, without prior approval of TRI.
GEONET TEST RESULTS
TRI Client: Geosyntec
Project: Denisson White Mesa
page 5 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]

Appendix I
Drainage Aggregate

Appendix J
Concrete Spillway

Appendix J-1
Delivery Tickets
4'16 0
HOLLIDAY CONSTRUCTION,INC.
Box 502
Blanding,Utah 84511(435)678·2028 .Office
[phone] -Residence
DateJJ fI \/,.3 ;J.61 ()
v I'
Company Tc<bL"\;,,±Operator ::r:f\m~£,W\
Location :[\,ACe tl\:\~
Line No._Hrs.Traveling _
Machine NO.---'\----,.~_.I___----
Vehicle rn.X <t-~VI (\;:.
Hrs.Operatting _
TOTAL Hours _
Gas _
Diesel _
Oil _
Remarks \0 ~.1...:..(,~<'}(l{\0;:1 Q.
b pc:)m If V
//
'".':,.,,.
41601
HOLLIDAY CONSTRUCTION,INC.
Box 502
Blanding,Utah 84511
(435)678·2028 •Office
[phone] -Residence
Operator J-..\,..-4 c1 N
I
Location -::J:\Ac..fA ~\\
Line No,_Hrs.Traveling _
Hrs.Operatting _
JOTA~L Hours,._-----
Gas _
Diesel _
Oil -
Remarks _\~O=------"-'\Al__'_\-'-'t"""--.1~_---,-<C.J'---l\I--'---,(-=-,-,-,.!..-'-t\,-,--"'"--"-\'<""--~____'..____=,""'___Ibly'-l [1\1><
Authorized By ~~7
1
41602
HOLLIDAY CONSTRUCTION,INC.
Box 502
Blanding,Utah 84511
(435)678·2028 •Office
[phone] -Residence
Date__\_\_-_3_-_'_0__operator -~j>A :,(,j 1\H:_:-,----'_
LocationDen,SOVl M~\Lcompany'¥'i ~\iu •.st
Line No._Hrs.Traveling _
Machine No._----Hrs.Operatting _
Vehicle i:F ~----"----TOTALHours _
Gas _
Diesel _
Oil _
Remarks _
(
Authorized B~~
".
41604
HOLLIDAY CONSTRUCTION,INC.
Box 502
Blanding,Utah 84511
(435)678·2028 .Office
(435)678·2929 .Residence
Date \\-3-,0
compan;\Y\-liu y sf
f:.\\{-J.,r-:~Operator ,-\.r-.
LocationD 0\-1\SOV\JV\I l\
Line No._Hrs.Traveling _
Machine NO.Jt 111 Hrs.Operatting _
..l:W If!•._-I
Vehicle .o:w.('0I tv\'I \Y\r \cc.TOTAL Hours _
Gas _
Diesel _
Oil _
Remarks _
Authorized By #.TI
41603
HOLLIDAY CONSTRUCTION,INC.
Box 502
Blanding,Utah 84511
(435)678·2028 •Office
[phone] -Residence
Date \\-3-I0
companJ"j ,-\-\\A r st
Line No._Hrs.Traveling _
Hrs.Operatting _
TOTAL Hours _
Gas _
Diesel _
Oil _
Remarks _
._;J'".?".~/.~/~'Authonzed By ,.?'••.•.,<--_.~.-~
41605
HOLLIDAY CONSTRUCTION,INC.
Box 502
Blanding,Utah 84511
(435)678·2028 •Office
[phone] -Residence
operatorLi (.vj,\}...l
\'
Location \)e"VllsOVt Ml t l
Date \\~3-10
compa;rr~-Huvst
Line No._
Machine N~,-,------,--\\+-,_
Vehicle it"/'itiXtv1v \.t "-t.
Hrs.Traveling _
Hrs.Operatting _
TOTAL Hours _
Gas _
Diesel _
Oil _
Remarks _\0 ~d,,>6f CoV\c.~ete
Authorized By ------'....,.,,----'_
Moab Testing Services
Moisture-Density Testing
785 McCormick
Moab,Utah 84532
rI
Client:Date:
(
Project:
'..~
.Concrete Supplier:----Comments:_+')rJ IIJ",(I,-'---•r
Slump:4.-....."
I ~
Concrete Temperture:r ----»
(.bF'J ".#of Speciman 4 4 Yf /,
Molded:-
Air Content:
Water Added
at Site:
Date Molded:Comments:
..
Date Tested:
Days Aged:
Date of Break:
Break Results:
i
Sampled By:I I I (//')r ~.v.....t-/1 1/of.;;//I !,

Appendix J-2
Laboratory Test Results

Appendix K
Construction Record Drawings

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor has performed a survey on November 19, 2010,
and is accurate to the best of my knowledge. The points submitted are in ASCII format which
are located in the south westerly portion of cell 3 also used as a staging area. Additionally all
points surveyed are tied to the Cell 4b Coordinate system

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby
Certify that this Land Survey Plat and survey work upon which it is based were made by me or
under my direct supervision, and that the results of the survey; the survey monuments found or
set to conduct this survey and to mark the boundaries of the described property as indicated.

Ronald G. Nereson:

Utah PLS #6914142-2201

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]
Blanding, Utah [phone]
ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

Cell 3, 11.19.2010

3000_C3_1,320693.511,2576406.757,5607.698,CELL-3-STAG
3000_C3_2,320707.138,2576330.340,5607.752,CELL-3-STAG
3000_C3_3,320723.598,2576252.799,5607.995,CELL-3-STAG
3000_C3_4,320740.796,2576174.673,5607.503,CELL-3-STAG
3000_C3_5,320812.493,2576196.530,5607.333,CELL-3-STAG
3000_C3_6,320791.370,2576274.193,5607.292,CELL-3-STAG
3000_C3_7,320769.010,2576351.278,5607.427,CELL-3-STAG
3000_C3_8,320760.216,2576406.638,5607.568,CELL-3-STAG
3000_C3_9,320760.027,2576413.381,5609.372,CELL-3-STAG
3000_C3_10,320753.195,2576425.907,5611.393,CELL-3-STAG
3000_C3_11,320749.519,2576433.547,5606.543,CELL-3-STAG
3000_C3_12,320737.906,2576418.902,5610.640,CELL-3-STAG
3000_C3_13,320740.309,2576404.473,5609.269,CELL-3-STAG
3000_C3_14,320723.283,2576402.272,5610.456,CELL-3-STAG
3000_C3_15,320709.126,2576415.947,5607.232,CELL-3-STAG
3000_C3_16,320781.608,2576412.333,5606.888,CELL-3-STAG
3000_C3_17,320781.802,2576425.055,5609.153,CELL-3-STAG
3000_C3_18,320776.371,2576445.260,5609.657,CELL-3-STAG
3000_C3_19,320769.283,2576459.885,5606.025,CELL-3-STAG
3000_C3_20,320786.475,2576458.351,5605.492,CELL-3-STAG
3000_C3_21,320788.752,2576445.846,5609.295,CELL-3-STAG
3000_C3_22,320793.167,2576432.709,5609.962,CELL-3-STAG
3000_C3_23,320801.194,2576430.042,5606.797,CELL-3-STAG
3000_C3_24,320805.509,2576454.030,5606.357,CELL-3-STAG
3000_C3_25,320787.629,2576459.372,5605.758,CELL-3-STAG
3000_C3_26,320811.755,2576468.999,5606.302,CELL-3-STAG
3000_C3_27,320847.176,2576406.589,5607.412,CELL-3-STAG
3000_C3_28,320877.814,2576337.158,5607.088,CELL-3-STAG
3000_C3_29,320905.768,2576296.734,5606.670,CELL-3-STAG
3000_C3_30,320955.309,2576347.338,5606.731,CELL-3-STAG
3000_C3_31,320924.617,2576418.808,5606.846,CELL-3-STAG
3000_C3_32,320892.225,2576483.010,5606.618,CELL-3-STAG
3000_C3_33,320908.731,2576515.684,5604.918,CELL-3-STAG
3000_C3_34,320908.741,2576516.075,5604.912,CELL-3-STAG
3000_C3_35,320883.957,2576492.779,5604.900,CELL-3-STAG
3000_C3_36,320856.166,2576481.270,5605.119,CELL-3-STAG
3000_C3_37,320931.617,2576503.673,5605.883,CELL-3-STAG
3000_C3_38,320956.128,2576443.647,5606.931,CELL-3-STAG
3000_C3_39,320993.404,2576381.246,5607.546,CELL-3-STAG

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]

ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor respectively submits the as-built disk of Cell 4b,The
disk has the subgrade surveys performed which was at lease -6” below the final grade surface with
the exception of the crest areas on the northern and eastern berms which needed minimal work due
to there existing status. Also included is the final grade surface survey; the points are with in +/- 0.1
vertical feet shown on the sheet 3a of 8 and the DNC-2 updates points respectively. A requested
survey on the south berm was performed on 10.29.2010 in a “as is” condition which is shown on the
final surface survey. Additionally the LDS points for the subgrade are 1.5 ft or more below the
DNC-2 points. The final grade LDS surface points are 1ft below the grades shown on the sheet 3a
of 8 and the DNC-2 updates points respectively. All points were subject to a submittal process and
submitted according to the specs for this project and have prior approval with no exceptions which
are accurate to the best of my knowledge in accordance to the cell 4b coordinate system.
Additionally 13 more points were added to the FG asbuilt; 2 points in the center of NW corner 3:1
and 8 points for the top of concrete on the spillway, lastly the top of casing survey on the three
monitor wells drilled.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby certify
that this Land Survey Data as represented on this digital storage device is accurate and correct to the
best of my knowledge and information. This survey is based on monuments set by others and
verified by normal procedures and accepted. And that this work was done by me or under my
supervision, and that the results of the survey are correct and accurate.

Ronald G. Nereson:

Utah PLS #6914142-2201

1001_stk,320584.1560,2576329.4280,5571.4600,SG-FINAL
1002_stk,320566.1900,2576427.8920,5571.2800,SG-FINAL
1003_stk,320582.1060,2576485.1620,5571.4400,SG-FINAL
1004_stk,320548.1450,2576526.2810,5570.9800,SG_FINAL
1005_stk,320530.0540,2576624.5960,5570.3300,SG_FINAL
1006_stk,320511.9690,2576723.0100,5569.5200,SG_FINAL
1007_stk,320493.9800,2576821.3240,5569.0300,SG_FINAL
1008_stk,320476.0010,2576919.6290,5568.4700,SG_FINAL
1009_stk,320457.9370,2577018.0280,5567.7900,SG_FINAL
1010_stk,320438.7360,2577116.7160,5566.8600,SG_FINAL
1011_stk,320420.7540,2577215.1800,5566.5800,SG_FINAL
1012_stk,320402.4440,2577313.4600,5565.9000,SG_FINAL
1013_stk,320384.2720,2577411.8570,5565.3400,SG_FINAL
1014_stk,320357.1250,2577609.4780,5564.0900,SG_FINAL
1015_stk,320346.7660,2577658.4360,5563.7700,SG_FINAL
1016_stk,320336.7500,2577707.5550,5563.4600,SG_FINAL
1017_stk,320231.4090,2577688.8880,5562.4000,SG_FINAL
1018_stk,320249.6120,2577590.3490,5563.1800,SG_FINAL
1019_stk,320267.7170,2577491.9310,5563.8800,SG_FINAL
1020_stk,320285.9930,2577393.5340,5564.3100,SG_FINAL
1021_stk,320304.0130,2577295.3770,5565.0600,SG_FINAL
1022_stk,320322.2150,2577196.9900,5565.3100,SG_FINAL
1023_stk,320340.3190,2577098.6280,5566.1800,SG_FINAL
1024_stk,320358.7090,2577000.3370,5567.0400,SG_FINAL
1025_stk,320376.9660,2576902.1140,5567.6400,SG_FINAL
1026_stk,320394.8100,2576803.7220,5568.2000,SG_FINAL
1027_stk,320413.1150,2576705.4840,5568.9400,SG_FINAL
1028_stk,320431.3030,2576607.0260,5569.4900,SG_FINAL
1029_stk,320449.5610,2576508.6870,5570.0100,SG_FINAL
1030_stk,320467.6030,2576410.3430,5570.7400,SG-FINAL
1031_stk,320485.9010,2576311.9030,5570.8100,SG-FINAL
1032_stk,320503.9360,2576213.7420,5571.0000,SG-FINAL
1033_stk,320405.5940,2576195.5380,5570.8800,SG-FINAL
1034_stk,320387.4110,2576293.8060,5570.6000,SG-FINAL
1035_stk,320369.4790,2576392.1600,5569.7600,SG-FINAL
1036_stk,320351.0460,2576490.4330,5569.3300,SG_FINAL
1037_stk,320332.9930,2576588.7480,5568.7800,SG_FINAL
1038_stk,320314.8600,2576687.2870,5568.1700,SG_FINAL
1039_stk,320296.6510,2576785.5070,5567.4000,SG_FINAL
1040_stk,320278.4230,2576883.7750,5566.9000,SG_FINAL
1041_stk,320260.2090,2576982.1210,5566.2100,SG_FINAL
1042_stk,320242.0910,2577080.4520,5565.6000,SG_FINAL
1043_stk,320223.9350,2577178.8520,5564.9200,SG_FINAL
1044_stk,320205.6720,2577277.2260,5564.3500,SG_FINAL
1045_stk,320187.7080,2577375.4760,5563.7800,SG_FINAL
1046_stk,320169.3000,2577473.8250,5563.0800,SG_FINAL
1047_stk,320151.3960,2577572.1290,5562.4400,SG_FINAL
1048_stk,320052.7740,2577554.0030,5561.7500,SG_FINAL
1049_stk,320070.9140,2577455.7170,5562.0700,SG_FINAL
1050_stk,320089.2890,2577357.3040,5562.9400,SG_FINAL
1051_stk,320107.3580,2577259.0540,5563.3900,SG_FINAL
1052_stk,320125.6090,2577160.8090,5564.0300,SG_FINAL
1
1053_stk,320143.7060,2577062.2090,5564.8500,SG_FINAL
1054_stk,320161.9540,2576963.8740,5565.4400,SG_FINAL
1055_stk,320179.9690,2576865.7250,5566.1100,SG_FINAL
1056_stk,320198.1790,2576767.3170,5566.6700,SG_FINAL
1057_stk,320216.3270,2576668.9090,5567.3600,SG_FINAL
1058_stk,320234.6070,2576570.6920,5567.9600,SG_FINAL
1059_stk,320252.8560,2576472.4130,5568.5700,SG_FINAL
1060_stk,320270.8830,2576374.0400,5569.2700,SG_FINAL
1061_stk,320289.0500,2576275.7360,5569.3900,SG-FINAL
1064_stk,320190.8330,2576257.4700,5568.6900,SG-FINAL
1065_stk,320172.6210,2576355.7520,5568.4700,SG_FINAL
1066_stk,320154.4380,2576454.1340,5567.7000,SG_FINAL
1067_stk,320136.3640,2576552.5950,5567.1200,SG_FINAL
1068_stk,320118.1370,2576650.7780,5566.4100,SG_FINAL
1069_stk,320099.9490,2576749.1400,5565.9700,SG_FINAL
1070_stk,320081.6930,2576847.4830,5565.0100,SG_FINAL
1071_stk,320063.5010,2576945.9840,5564.7000,SG_FINAL
1072_stk,320045.5900,2577044.1160,5564.1000,SG_FINAL
1073_stk,320027.2210,2577142.5060,5563.1800,SG_FINAL
1074_stk,320009.0110,2577241.0060,5562.8300,SG_FINAL
1075_stk,319990.9020,2577339.2040,5562.2100,SG_FINAL
1076_stk,319972.7400,2577437.5270,5561.1600,SG_FINAL
1077_stk,319954.5240,2577535.7870,5560.7100,SG_FINAL
1078_stk,319855.9600,2577517.6960,5560.1200,SG_FINAL
1079_stk,319874.4090,2577419.3310,5560.5900,SG_FINAL
1080_stk,319892.6600,2577321.0960,5561.4200,SG_FINAL
1081_stk,319910.7900,2577222.5570,5562.0600,SG_FINAL
1082_stk,319929.0320,2577124.3570,5562.6200,SG_FINAL
1083_stk,319947.1790,2577026.0560,5563.3400,SG_FINAL
1084_stk,319965.2310,2576927.8000,5563.9300,SG_FINAL
1085_stk,319983.4630,2576829.3940,5564.5200,SG_FINAL
1086_stk,320001.5840,2576730.9660,5565.0700,SG_FINAL
1087_stk,320019.6880,2576632.6300,5565.7900,SG_FINAL
1088_stk,320037.8790,2576534.2790,5566.2500,SG_FINAL
1089_stk,320056.0860,2576436.0640,5567.0500,SG_FINAL
1090_stk,320074.3140,2576337.6640,5567.6400,SG_FINAL
1091_stk,320092.4820,2576239.3350,5567.9400,SG-FINAL
1092_stk,319994.1270,2576221.2670,5567.5000,SG_FINAL
1093_stk,319975.9690,2576319.4390,5566.8700,SG_FINAL
1094_stk,319957.7260,2576417.8790,5566.1800,SG_FINAL
1095_stk,319939.6920,2576516.1600,5565.5800,SG_FINAL
1096_stk,319921.3820,2576614.6380,5564.9900,SG-FINAL
1097_stk,319903.1260,2576712.8510,5564.2800,SG_FINAL
1098_stk,319885.1480,2576811.2240,5563.7600,SG-Final
1099_stk,319866.8680,2576909.5990,5563.1300,SG_FINAL
1100_stk,319848.9760,2577007.7290,5562.5600,SG_FINAL
1101_stk,319830.5920,2577106.2020,5561.8700,SG_FINAL
1102_stk,319812.5300,2577204.6180,5561.2000,SG_FINAL
1103_stk,319794.2840,2577302.8550,5560.5400,SG_FINAL
1104_stk,319776.1290,2577401.1500,5559.8700,SG_FINAL
1105_stk,319758.0150,2577499.4500,5559.3300,SG_FINAL
1106_stk,319659.5210,2577481.3200,5558.0600,SG_FINAL
2
1107_stk,319677.7810,2577383.0980,5558.9300,SG_FINAL
1108_stk,319695.9130,2577284.6920,5559.8400,SG_FINAL
1109_stk,319714.3440,2577186.4560,5560.4700,SG_FINAL
1110_stk,319732.3110,2577087.8990,5560.7800,SG_FINAL
1111_stk,319750.3990,2576989.7120,5561.5500,SG_FINAL
1112_stk,319768.5770,2576891.3270,5562.3600,SG_FINAL
1113_stk,319786.8340,2576792.9420,5562.9800,SG_FINAL
1114_stk,319804.9280,2576694.6560,5563.5400,SG-Final
1115_stk,319823.0100,2576596.2880,5564.1300,SG-Final
1116_stk,319841.2950,2576497.9550,5564.6500,SG_FINAL
1117_stk,319859.4140,2576399.7360,5565.3600,SG_FINAL
1118_stk,319877.6510,2576301.4300,5566.0500,SG_FINAL
1121_stk,319779.4000,2576283.1510,5564.6600,SG_FINAL
1122_stk,319761.2070,2576381.5740,5564.7400,SG_FINAL
1123_stk,319742.9610,2576479.8390,5564.1300,SG_FINAL
1124_stk,319724.7470,2576578.1030,5563.2600,SG_FINAL
1125_stk,319706.6980,2576676.5300,5562.7800,SG_FINAL
1126_stk,319688.4370,2576774.8800,5562.0900,SG_FINAL
1127_stk,319670.2950,2576873.2750,5561.5500,SG_FINAL
1128_stk,319652.0480,2576971.3900,5560.8000,SG_FINAL
1129_stk,319633.8730,2577069.7370,5560.2700,SG_FINAL
1130_stk,319615.8010,2577168.1500,5559.7600,SG_FINAL
1131_stk,319597.5580,2577266.6260,5559.0000,SG_FINAL
1132_stk,319579.5000,2577364.8420,5558.2400,SG_FINAL
1133_stk,319481.1870,2577346.4510,5557.1300,SG_FINAL
1134_stk,319499.1580,2577248.3550,5558.1800,SG_FINAL
1135_stk,319517.4630,2577150.1950,5558.8400,SG_FINAL
1136_stk,319535.4270,2577051.7170,5559.4200,SG_FINAL
1137_stk,319553.8720,2576953.4440,5560.0600,SG_FINAL
1138_stk,319571.9400,2576854.9310,5560.7200,SG_FINAL
1139_stk,319590.0370,2576756.8210,5561.3100,SG_FINAL
1140_stk,319608.2790,2576658.3570,5562.0500,SG_FINAL
1141_stk,319626.4450,2576559.9930,5562.5900,SG_FINAL
1142_stk,319644.6030,2576461.5370,5563.2800,SG_FINAL
1143_stk,319662.8520,2576363.2210,5563.7700,SG_FINAL
1144_stk,319680.9290,2576265.0100,5564.2100,SG_FINAL
1146_stk,319582.6920,2576246.9420,5563.0300,SG_FINAL
1147_stk,319564.4620,2576345.1550,5563.0900,SG_FINAL
1148_stk,319546.2670,2576443.5130,5562.5700,SG_FINAL
1149_stk,319528.1450,2576541.6990,5561.5500,SG_FINAL
1150_stk,319510.0350,2576640.1210,5561.3100,SG_FINAL
1151_stk,319491.8020,2576738.5300,5560.6700,SG_FINAL
1152_stk,319473.5150,2576836.8900,5560.0200,SG_FINAL
1153_stk,319455.4080,2576935.2220,5559.3500,SG_FINAL
1154_stk,319437.1110,2577033.4620,5558.5300,SG_FINAL
1155_stk,319418.9980,2577131.8270,5557.9700,SG_FINAL
1156_stk,319400.8030,2577230.2320,5556.2700,SG_FINAL
1157_stk,319382.7310,2577328.4390,5555.3800,SG_FINAL
1158_stk,319291.5740,2577312.4430,5570.8400,SG_FINAL
1159_stk,319276.9530,2577309.9870,5570.9900,SG_FINAL
1160_stk,319300.4020,2577263.2020,5568.9100,SG_FINAL
1161_stk,319285.6860,2577260.7640,5570.6800,SG_FINAL
3
1162_stk,319309.1380,2577214.1350,5573.0200,SG_FINAL
1163_stk,319294.4010,2577211.4580,5569.7700,SG_FINAL
1164_stk,319318.1510,2577164.8710,5570.9300,SG_FINAL
1165_stk,319303.3850,2577162.1450,5570.8100,SG_FINAL
1166_stk,319327.0510,2577115.6820,5571.4800,SG_FINAL
1167_stk,319312.2080,2577113.0390,5571.2700,SG_FINAL
1168_stk,319335.8500,2577066.4840,5572.3900,SG_FINAL
1169_stk,319320.8530,2577063.6720,5572.1600,SG_FINAL
1170_stk,319344.5380,2577017.3560,5573.6300,SG_FINAL
1171_stk,319329.6890,2577014.5930,5573.2400,SG_FINAL
1172_stk,319353.4350,2576967.9360,5574.7700,SG_FINAL
1173_stk,319338.6530,2576965.3500,5574.6700,SG_FINAL
1174_stk,319362.1570,2576918.7730,5576.3500,SG_FINAL
1175_stk,319347.5490,2576916.1490,5576.2200,SG_FINAL
1176_stk,319370.9380,2576869.6600,5577.6600,SG_FINAL
1177_stk,319356.0830,2576866.8760,5577.5900,SG_FINAL
1178_stk,319379.7070,2576820.3170,5578.6900,SG_FINAL
1179_stk,319364.9030,2576817.6750,5578.6000,SG_FINAL
1180_stk,319388.4900,2576771.2180,5579.6500,SG_FINAL
1181_stk,319373.8820,2576768.4750,5579.4300,SG_FINAL
1182_stk,319397.3320,2576722.0220,5579.0700,SG_FINAL
1183_stk,319382.6010,2576719.2190,5578.4500,SG_FINAL
1184_stk,319406.2810,2576672.7230,5578.8300,SG_FINAL
1185_stk,319391.3440,2576669.9570,5578.0600,SG_FINAL
1186_stk,319415.0840,2576623.4310,5579.3800,SG_FINAL
1187_stk,319400.2060,2576620.7930,5578.6900,SG_FINAL
1188_stk,319423.9170,2576574.2530,5580.7400,SG_FINAL
1189_stk,319408.9510,2576571.5770,5580.7300,SG_FINAL
1190_stk,319432.7490,2576525.0380,5582.7400,SG_FINAL
1191_stk,319417.7820,2576522.3130,5582.5100,SG_FINAL
1192_stk,319441.4020,2576475.7330,5584.7900,SG_FINAL
1193_stk,319426.6150,2576473.0280,5584.3600,SG_FINAL
1194_stk,319450.2580,2576426.7610,5586.2900,SG_FINAL
1195_stk,319435.5920,2576423.9320,5586.6700,SG_FINAL
1196_stk,319459.0260,2576377.4430,5588.4700,SG_FINAL
1197_stk,319444.2040,2576374.7660,5588.4100,SG_FINAL
1198_stk,319467.9490,2576328.2180,5590.2400,SG_FINAL
1199_stk,319453.1350,2576325.4400,5589.3500,SG_FINAL
1200_stk,319476.8510,2576278.9130,5591.3100,SG_FINAL
1201_stk,319461.9790,2576276.2850,5592.3300,SG_FINAL
1202_stk,319485.3480,2576233.1140,5593.8900,SG_FINAL
1203_stk,319471.0540,2576227.5560,5594.0700,SG_FINAL
1204_stk,319502.9340,2576191.5760,5594.7200,SG_FINAL
1205_stk,319491.0870,2576182.3280,5595.0900,SG_FINAL
1206_stk,319483.6730,2576174.8960,5594.2300,SG_FINAL
1207_stk,319440.6620,2576272.4590,5589.3700,SG_FINAL
1208_stk,319414.1500,2576369.2040,5587.3700,SG_FINAL
1209_stk,319385.0130,2576465.6090,5583.7700,SG_FINAL
1210_stk,319372.0960,2576514.3390,5581.8900,SG_FINAL
1211_stk,319358.3480,2576562.3880,5580.4400,SG_FINAL
1212_stk,319330.4460,2576658.9330,5576.7300,SG_FINAL
1213_stk,319312.4160,2576757.5390,5577.5700,SG_FINAL
4
1214_stk,319305.3260,2576807.0950,5578.0300,SG_FINAL
1215_stk,319286.5930,2576904.9280,5575.9500,SG_FINAL
1216_stk,319274.2760,2576953.4860,5574.9200,SG_FINAL
1217_stk,319249.7560,2577050.8470,5572.1200,SG_FINAL
1218_stk,319237.1420,2577099.3060,5571.5200,SG_FINAL
1219_stk,319225.8990,2577148.0910,5569.9400,SG_FINAL
1220_stk,319203.6720,2577245.6250,5568.4800,SG_FINAL
1221_stk,319193.3110,2577294.5230,5567.7500,SG_FINAL
1222_stk,319181.5240,2577343.1050,5567.1900,SG_FINAL
1223_stk,319169.1780,2577393.2280,5567.2200,SG_FINAL
1224_stk,319162.1180,2577472.2660,5569.9200,SG_FINAL
1225_stk,319369.8900,2577331.9960,5555.2300,SG_FINAL
1226_stk,319379.6970,2577277.9150,5555.1700,SG_FINAL
1227_stk,319388.0730,2577228.5600,5555.6300,SG_FINAL
1228_stk,319396.0770,2577179.1860,5557.7100,SG_FINAL
1229_stk,319404.4850,2577129.9420,5557.6800,SG_FINAL
1230_stk,319412.6360,2577080.6200,5558.1000,SG_FINAL
1231_stk,319420.8810,2577031.1990,5557.9100,SG_FINAL
1232_stk,319428.9900,2576982.0030,5558.9100,SG_FINAL
1233_stk,319437.2230,2576932.5200,5559.2500,SG_FINAL
1234_stk,319445.4470,2576883.2590,5559.6100,SG_FINAL
1235_stk,319453.5830,2576833.9130,5559.8600,SG_FINAL
1236_stk,319461.8660,2576784.6660,5560.1500,SG_FINAL
1237_stk,319470.0930,2576735.3330,5560.3900,SG_FINAL
1238_stk,319478.3170,2576685.9430,5560.7600,SG_FINAL
1239_stk,319486.4190,2576636.6190,5560.8500,SG_FINAL
1240_stk,319494.8320,2576587.1630,5561.0600,SG_FINAL
1241_stk,319502.8910,2576538.0320,5561.3700,SG_FINAL
1242_stk,319511.0750,2576488.5610,5561.6900,SG_FINAL
1243_stk,319519.2870,2576439.2740,5561.7300,SG_FINAL
1244_stk,319527.5160,2576389.9020,5562.3400,SG_FINAL
1245_stk,319535.8640,2576340.5210,5562.7000,SG_FINAL
1246_stk,319543.9580,2576291.3220,5562.8500,SG_FINAL
1247_stk,319557.5300,2576231.1230,5563.6300,SG_FINAL
1248_stk,320700.1770,2576249.2530,5607.8500,SG_FINAL
1249_stk,320689.0580,2576297.9540,5607.6000,SG_FINAL
1250_stk,320680.1750,2576347.0940,5607.4300,SG_FINAL
1251_stk,320671.0700,2576396.4010,5606.8900,SG_FINAL
1252_stk,320662.2300,2576445.5650,5607.3600,SG_FINAL
1253_stk,320653.2960,2576494.6600,5607.6400,SG_FINAL
1254_stk,320644.2780,2576543.8670,5607.4400,SG_FINAL
1255_stk,320635.4650,2576593.1010,5607.4800,SG_FINAL
1256_stk,320626.5810,2576642.4240,5606.8900,SG_FINAL
1257_stk,320617.8260,2576691.5860,5606.9200,SG_FINAL
1258_stk,320609.1590,2576740.8240,5607.3200,SG_FINAL
1259_stk,320600.5810,2576790.0270,5607.5000,SG_FINAL
1260_stk,320591.7800,2576839.2430,5607.5700,SG_FINAL
1261_stk,320582.4690,2576888.4200,5607.4500,SG_FINAL
1262_stk,320573.0550,2576937.5760,5606.9800,SG_FINAL
1263_stk,320563.6780,2576986.6300,5607.2600,SG_FINAL
1264_stk,320554.2160,2577035.7110,5607.6700,SG_FINAL
1265_stk,320545.2950,2577084.9220,5607.4900,SG_FINAL
5
1266_stk,320536.1260,2577133.9240,5607.7800,SG_FINAL
1267_stk,320526.8610,2577183.1910,5607.4100,SG_FINAL
1268_stk,320517.7520,2577232.2160,5607.2800,SG_FINAL
1269_stk,320508.5920,2577281.5940,5607.2700,SG_FINAL
1270_stk,320499.5030,2577330.6680,5607.6200,SG_FINAL
1271_stk,320491.1380,2577380.0150,5607.6300,SG_FINAL
1272_stk,320482.7670,2577429.2950,5607.6300,SG_FINAL
1273_stk,320474.1120,2577478.4870,5607.7400,SG_FINAL
1274_stk,320464.3380,2577527.5510,5607.4600,SG_FINAL
1275_stk,320454.3140,2577576.5400,5607.2900,SG_FINAL
1276_stk,320444.5550,2577625.5440,5607.1700,SG_FINAL
1277_stk,320434.9910,2577674.7250,5607.2100,SG_FINAL
1278_stk,320425.5560,2577723.6970,5607.1800,SG_FINAL
1279_stk,320404.9440,2577813.4650,5606.0900,SG_FINAL
1280_stk,320388.2640,2577830.9180,5606.0400,SG_FINAL
1281_stk,320310.3180,2577825.9700,5606.6800,SG_FINAL
1282_stk,320367.7460,2577560.7900,5564.4500,SG_FINAL
1283_stk,320378.6330,2577511.7730,5564.5700,SG_FINAL
1284_stk,320398.4120,2577413.7450,5565.3900,SG_FINAL
1285_stk,320407.3720,2577364.6360,5565.5900,SG_FINAL
1286_stk,320416.3490,2577315.2820,5566.0300,SG_FINAL
1287_stk,320426.0080,2577266.3740,5566.4100,SG_FINAL
1288_stk,320435.9520,2577217.4280,5566.1300,SG_FINAL
1289_stk,320445.9720,2577168.2820,5566.9200,SG_FINAL
1290_stk,320456.0020,2577119.3340,5567.3700,SG_FINAL
1291_stk,320466.0180,2577070.2900,5567.6900,SG_FINAL
1292_stk,320476.0070,2577021.3280,5567.9300,SG_FINAL
1293_stk,320486.0750,2576972.3690,5568.1900,SG_FINAL
1294_stk,320495.9330,2576923.3490,5568.3700,SG_FINAL
1295_stk,320505.5950,2576874.2400,5568.4000,SG_FINAL
1296_stk,320515.3900,2576825.1910,5569.0500,SG_FINAL
1297_stk,320524.8950,2576776.1790,5569.0800,SG_FINAL
1298_stk,320534.4640,2576726.9970,5568.9700,SG_FINAL
1299_stk,320544.0480,2576678.0230,5570.0800,SG_FINAL
1300_stk,320553.7310,2576628.8640,5570.5500,SG_FINAL
1301_stk,320563.5310,2576579.8980,5570.7900,SG_FINAL
1302_stk,320573.0520,2576530.8770,5570.9000,SG_FINAL
1303_stk,320592.1980,2576432.6390,5571.6600,SG-FINAL
1304_stk,320601.7120,2576383.5040,5572.0400,SG-FINAL
1305_stk,320611.4200,2576334.5480,5571.6600,SG-FINAL
1306_stk,320621.0600,2576285.3440,5572.4300,SG-FINAL
1307_stk,320622.0420,2576279.7030,5572.2400,SG-FINAL
1309_stk,320564.0350,2576186.7250,5572.6400,SG-FINAL
1310_stk,320707.3240,2576219.0850,5607.9800,SG_FINAL
1311_stk,320643.2020,2576120.1370,5604.0700,SG_FINAL
1312_stk,320602.4790,2576120.1810,5602.0400,SG_FINAL
1313_stk,320552.3330,2576120.6710,5603.8600,SG_FINAL
1314_stk,320552.3830,2576186.8260,5572.3400,SG-FINAL
1315_stk,320502.3370,2576120.9290,5603.0400,SG_FINAL
1316_stk,320502.3760,2576186.9320,5571.4200,SG-FINAL
1317_stk,320452.4170,2576121.2190,5605.7800,SG_FINAL
1318_stk,320452.3300,2576187.2480,5570.7200,SG-FINAL
6
1319_stk,320402.4270,2576122.9470,5603.8100,SG_FINAL
1320_stk,320352.4870,2576124.0300,5604.3900,SG_FINAL
1321_stk,320352.4580,2576190.8670,5570.5500,SG-FINAL
1322_stk,320302.4580,2576124.1140,5605.2100,SG_FINAL
1323_stk,320302.4220,2576192.5870,5570.3200,SG-FINAL
1324_stk,320252.5360,2576125.1220,5604.6400,SG_FINAL
1325_stk,320252.5340,2576194.4410,5569.5400,SG-FINAL
1326_stk,320202.3660,2576125.9830,5604.7100,SG_FINAL
1327_stk,320202.3900,2576195.9580,5568.7100,SG-FINAL
1328_stk,320152.5980,2576126.8710,5604.3700,SG_FINAL
1329_stk,320152.3670,2576197.5480,5568.4200,SG-FINAL
1330_stk,320102.4470,2576127.0950,5603.9700,SG_FINAL
1331_stk,320102.3150,2576199.0190,5567.7500,SG-FINAL
1332_stk,320052.3560,2576127.0410,5602.9400,SG_FINAL
1333_stk,320052.3710,2576199.7200,5567.7300,SG_FINAL
1334_stk,320002.3520,2576127.4130,5601.5400,SG_FINAL
1335_stk,320002.3050,2576200.1020,5567.4100,SG_FINAL
1336_stk,319952.5240,2576127.9240,5602.7000,SG_FINAL
1337_stk,319902.3860,2576128.7540,5602.6100,SG_FINAL
1338_stk,319902.3980,2576200.9910,5566.1600,SG_FINAL
1339_stk,319852.4990,2576130.0250,5602.1500,SG_FINAL
1340_stk,319852.3770,2576201.5300,5565.5700,SG_FINAL
1341_stk,319802.4600,2576130.3440,5601.9400,SG_FINAL
1342_stk,319802.5340,2576202.3500,5564.8000,SG_FINAL
1343_stk,319752.5020,2576131.9060,5600.7900,SG_FINAL
1344_stk,319752.4540,2576203.2970,5564.7900,SG_FINAL
1345_stk,319702.3950,2576132.2560,5600.2200,SG_FINAL
1346_stk,319702.5240,2576203.0190,5564.5100,SG_FINAL
1347_stk,319652.4650,2576132.0470,5598.7600,SG_FINAL
1348_stk,319652.3720,2576201.6470,5564.2800,SG_FINAL
1349_stk,319952.3930,2576200.5670,5567.0000,SG_FINAL
1350_stk,320402.4730,2576188.9880,5571.0900,SG-FINAL
1351_stk,320330.7710,2577736.8220,5563.2400,SG_FINAL
1352_stk,320364.0290,2577835.6640,5605.9800,SG_FINAL
1353_stk,320263.0650,2577811.5890,5606.1800,SG_FINAL
1354_stk,320284.5700,2577725.0170,5562.9300,SG_FINAL
1355_stk,320250.4740,2577715.7850,5562.5600,SG_FINAL
1356_stk,320228.0100,2577708.1890,5562.3000,SG_FINAL
1357_stk,320201.3350,2577790.9990,5606.0100,SG_FINAL
1358_stk,320180.4820,2577692.2060,5562.2000,SG_FINAL
1359_stk,320153.5130,2577774.5110,5605.4200,SG_FINAL
1360_stk,320131.2050,2577675.5330,5561.6300,SG_FINAL
1361_stk,320101.4040,2577755.7350,5604.9600,SG_FINAL
1362_stk,320084.1500,2577658.6420,5561.1900,SG_FINAL
1363_stk,320058.4770,2577739.9720,5604.5000,SG_FINAL
1364_stk,320037.1090,2577641.4920,5560.7700,SG_FINAL
1365_stk,320011.3890,2577722.6410,5604.3100,SG_FINAL
1366_stk,319990.0080,2577624.4010,5560.6600,SG_FINAL
1367_stk,319964.5840,2577705.4000,5603.7300,SG_FINAL
1368_stk,319915.8290,2577687.8430,5603.2100,SG_FINAL
1369_stk,319942.8640,2577607.5350,5560.4800,SG_FINAL
1370_stk,319895.7050,2577591.0230,5559.9500,SG_FINAL
7
1371_stk,319868.7390,2577671.1870,5602.7100,SG_FINAL
1372_stk,319848.6370,2577574.5560,5559.5500,SG_FINAL
1373_stk,319823.4290,2577654.6010,5601.7900,SG_FINAL
1374_stk,319776.2720,2577637.5530,5601.3600,SG_FINAL
1375_stk,319801.3410,2577558.0780,5559.1500,SG_FINAL
1376_stk,319754.0150,2577541.4030,5558.5700,SG_FINAL
1377_stk,319726.9830,2577621.3320,5601.1100,SG_FINAL
1378_stk,319679.8160,2577604.6600,5600.7700,SG_FINAL
1379_stk,319706.9330,2577524.6220,5557.8100,SG_FINAL
1380_stk,319659.7810,2577507.9250,5557.8800,SG_FINAL
1381_stk,319632.3920,2577587.3140,5600.2900,SG_FINAL
1382_stk,319587.8910,2577569.3600,5599.4500,SG_FINAL
1383_stk,319612.7600,2577491.0660,5557.2700,SG_FINAL
1384_stk,319565.5920,2577474.0730,5557.2100,SG_FINAL
1385_stk,319540.7340,2577552.7570,5599.5200,SG_FINAL
1386_stk,319518.5320,2577457.3780,5556.7800,SG_FINAL
1387_stk,319490.9320,2577536.8700,5599.4300,SG-FINAL
1388_stk,319486.7470,2577549.6130,5599.4600,SG-FINAL
1389_stk,319462.9070,2577519.9740,5595.4800,SG-FINAL
1390_stk,319451.9490,2577553.1420,5595.8100,SG-FINAL
1391_stk,319437.6820,2577512.0810,5595.4700,SG-FINAL
1392_stk,319427.3670,2577544.5540,5595.8400,SG-FINAL
1393_stk,319404.8960,2577510.3180,5599.4400,SG-FINAL
1394_stk,319401.5480,2577520.6140,5599.4500,SG-FINAL
1395_stk,319366.8110,2577494.3800,5598.9100,SG_FINAL
1396_stk,319309.7930,2577450.7170,5590.0800,SG_FINAL
1397_stk,319302.6070,2577451.2920,5590.3900,SG_FINAL
1398_stk,319293.2300,2577439.6200,5587.0300,SG_FINAL
1399_stk,319295.6570,2577432.7680,5584.7600,SG_FINAL
1400_stk,319249.0130,2577481.7180,5595.9900,SG_FINAL
1401_stk,319265.4510,2577410.4350,5577.3200,SG_FINAL
1402_stk,319416.9830,2577367.2130,5556.3800,SG_FINAL
1403_stk,319402.7220,2577348.6800,5554.8000,SG_FINAL
1404_stk,319401.9170,2577354.7260,5554.3800,SG_FINAL
1405_stk,319411.0630,2577366.5170,5554.8300,SG_FINAL
1406_stk,319404.2490,2577376.8450,5556.7600,SG_FINAL
1407_stk,319403.3100,2577372.7070,5554.7000,SG_FINAL
1408_stk,319394.0800,2577360.7440,5554.8600,SG_FINAL
1409_stk,319390.1880,2577358.7390,5554.7000,SG_FINAL
1410_stk,319601.3110,2577164.9920,5558.5500,SG-FINAL
1411_stk,319753.0700,2576253.2200,5564.3000,SG-Final
1412_stk,319917.1060,2576852.1920,5562.8100,SG-Final
1413_stk,320017.2190,2576249.9760,5566.6400,SG-Final
1414_stk,320561.7240,2576213.3840,5570.7900,SG-FINAL
1415_stk,320425.9930,2577032.5380,5566.4900,SG-Final
1416_stk,320345.1590,2577428.6440,5563.7700,SG-Final
1417_stk,319549.6580,2576257.3880,5563.0800,SG_FINAL
1417LL_stk,319551.1450,2576257.6220,5562.4100,SG-Final
1418_stk,320389.1970,2577462.9000,5565.0800,SG_FINAL
1419_stk,320228.3560,2577800.4850,5606.1800,SG_FINAL
1420_stk,319576.7890,2576210.5480,5563.8100,SG_FINAL
1421_stk,319605.6650,2576200.7830,5564.1000,SG_FINAL
8
1422_stk,319602.5390,2576132.5550,5598.3200,SG_FINAL
1423_stk,319564.4760,2576142.0360,5597.4000,SG_FINAL
1424_stk,319515.6680,2576156.4520,5595.6200,SG_FINAL
1425_stk,319456.3780,2576220.4950,5591.7600,SG_FINAL
1427_stk,319326.3290,2577487.5070,5599.3200,SG_FINAL
1428_stk,319373.3590,2577312.5640,5555.9200,SG_FINAL
1429_stk,319412.5390,2577352.0970,5556.0700,SG-FINAL
1430_stk,319452.3330,2577436.0630,5556.6200,SG_FINAL
1431_stk,320594.6810,2576235.7940,5571.4300,SG-FINAL
1432_stk,320677.4810,2576174.4800,5604.5700,SG_FINAL
1433_stk,319268.0420,2577359.0550,5576.1800,SG_FINAL
1434_stk,319274.9220,2577406.2740,5575.6300,SG_FINAL
1435_stk,320285.0960,2577723.4590,5561.9100,SG_FINAL
5021_stk,319757.7520,2576717.6420,5562.3400,MW16_T.O.C
9
1001_FG,320584.1430,2576329.5040,5572.7100,FINALSURFACE
1002_FG,320566.0790,2576427.9030,5572.1300,FINALSURFACE
1003_FG,320582.1170,2576485.1020,5571.9700,FINALSURFACE
1004_FG,320548.0350,2576526.1750,5571.4800,FINAL-SURFACE
1005_FG,320530.0660,2576624.5490,5570.8300,FINAL-SURFACE
1006_FG,320511.9730,2576722.8790,5570.2700,FINAL-SURFACE
1007_FG,320494.0010,2576821.2940,5569.6500,FINAL-SURFACE
1008_FG,320475.9880,2576919.7050,5569.0100,FINAL-SURFACE
1009_FG,320457.9250,2577017.9660,5568.4500,FINAL-SURFACE
1010_FG,320438.7880,2577116.7100,5567.8200,FINAL-SURFACE
1011_FG,320420.6960,2577215.2150,5567.1700,FINAL-SURFACE
1012_FG,320402.5180,2577313.4350,5566.4400,FINAL-SURFACE
1013_FG,320384.3900,2577411.8710,5565.8800,FINAL-SURFACE
1014_FG,320357.2970,2577609.6160,5564.7300,FINAL-SURFACE
1015_FG,320346.9510,2577658.4960,5564.4200,FINAL-SURFACE
1016_FG,320336.7700,2577707.4660,5564.0900,FINAL-SURFACE
1017_FG,320231.4680,2577688.7380,5563.2200,FINAL-SURFACE
1018_FG,320249.5640,2577590.3330,5563.8900,FINAL-SURFACE
1019_FG,320267.7980,2577492.0430,5564.4600,FINAL-SURFACE
1020_FG,320285.8660,2577393.5990,5565.0200,FINAL-SURFACE
1021_FG,320304.0800,2577295.3620,5565.7400,FINAL-SURFACE
1022_FG,320322.3540,2577196.9540,5566.3400,FINAL-SURFACE
1023_FG,320340.3130,2577098.5740,5566.9800,FINAL-SURFACE
1024_FG,320358.7890,2577000.2690,5567.6000,FINAL-SURFACE
1025_FG,320376.9880,2576902.0320,5568.1800,FINAL-SURFACE
1026_FG,320394.9410,2576803.7700,5568.8400,FINAL-SURFACE
1027_FG,320413.0730,2576705.4320,5569.5400,FINAL-SURFACE
1028_FG,320431.4050,2576606.9910,5570.0700,FINAL-SURFACE
1029_FG,320449.6230,2576508.6620,5570.7200,FINAL-SURFACE
1030_FG,320467.6900,2576410.3600,5571.2900,FINALSURFACE
1031_FG,320485.8130,2576311.9750,5572.0100,FINALSURFACE
1032_FG,320503.9330,2576213.6740,5572.6500,FINALSURFACE
1033_FG,320405.6610,2576195.5150,5571.8500,FINALSURFACE
1034_FG,320387.4600,2576293.8180,5571.1900,FINALSURFACE
1035_FG,320369.2510,2576392.0930,5570.5200,FINALSURFACE
1036_FG,320351.1290,2576490.4440,5569.9200,FINAL-SURFACE
1037_FG,320333.0790,2576588.7340,5569.2800,FINAL-SURFACE
1038_FG,320314.7580,2576687.1060,5568.7200,FINAL-SURFACE
1039_FG,320296.6120,2576785.4450,5568.0800,FINAL-SURFACE
1040_FG,320278.3810,2576883.7760,5567.3700,FINAL-SURFACE
1041_FG,320260.3030,2576982.0490,5566.7800,FINAL-SURFACE
1042_FG,320242.0270,2577080.5450,5566.2100,FINAL-SURFACE
1043_FG,320223.9460,2577178.7920,5565.6200,FINAL-SURFACE
1044_FG,320205.6800,2577277.1980,5565.0000,FINAL-SURFACE
1045_FG,320187.6460,2577375.6020,5564.2700,FINAL-SURFACE
1046_FG,320169.4330,2577473.9210,5563.7600,FINAL-SURFACE
1047_FG,320151.3330,2577572.1090,5563.0700,FINAL-SURFACE
1048_FG,320052.8740,2577554.0330,5562.3300,FINAL-SURFACE
1049_FG,320071.0540,2577455.6540,5562.9400,FINAL-SURFACE
1050_FG,320089.1840,2577357.3500,5563.4900,FINAL-SURFACE
1051_FG,320107.4660,2577258.9620,5564.1900,FINAL-SURFACE
1052_FG,320125.6310,2577160.8400,5564.8200,FINAL-SURFACE
1
1053_FG,320143.7960,2577062.2950,5565.4800,FINAL-SURFACE
1054_FG,320161.8690,2576963.9240,5566.0700,FINAL-SURFACE
1055_FG,320180.0430,2576865.5810,5566.6600,FINAL-SURFACE
1056_FG,320198.2410,2576767.2660,5567.3000,FINAL-SURFACE
1057_FG,320216.4700,2576668.9440,5567.9700,FINAL-SURFACE
1058_FG,320234.6520,2576570.7600,5568.4800,FINAL-SURFACE
1059_FG,320252.7190,2576472.4010,5569.1800,FINALSURFACE
1060_FG,320270.9320,2576374.0280,5569.7700,FINALSURFACE
1061_FG,320289.0930,2576275.6380,5570.4000,FINALSURFACE
1064_FG,320190.8670,2576257.5130,5569.6700,FINALSURFACE
1065_FG,320172.6870,2576355.7180,5569.0300,FINALSURFACE
1066_FG,320154.3350,2576454.1260,5568.3600,FINALSURFACE
1067_FG,320136.4170,2576552.6050,5567.7700,FINALSURFACE
1068_FG,320118.2530,2576650.8790,5567.1100,FINALSURFACE
1069_FG,320099.9610,2576749.0640,5566.5200,FINAL-SURFACE
1070_FG,320081.7410,2576847.4520,5565.8700,FINAL-SURFACE
1071_FG,320063.6500,2576945.8990,5565.2500,FINAL-SURFACE
1072_FG,320045.5440,2577044.1440,5564.6900,FINAL-SURFACE
1073_FG,320027.2850,2577142.5520,5564.0300,FINAL-SURFACE
1074_FG,320009.0490,2577240.8230,5563.4200,FINAL-SURFACE
1075_FG,319991.0700,2577339.1160,5562.7900,FINALSURFACE
1076_FG,319972.7270,2577437.4610,5562.1800,FINAL-SURFACE
1077_FG,319954.5550,2577535.9490,5561.5200,FINAL-SURFACE
1078_FG,319856.2790,2577517.7350,5560.7500,FINAL-SURFACE
1079_FG,319874.3690,2577419.3450,5561.3700,FINAL-SURFACE
1080_FG,319892.6550,2577321.0150,5562.0000,FINAL-SURFACE
1081_FG,319910.8030,2577222.6560,5562.6500,FINAL-SURFACE
1082_FG,319929.1270,2577124.3850,5563.3000,FINAL-SURFACE
1083_FG,319947.1450,2577026.0150,5563.9300,FINAL-SURFACE
1084_FG,319965.2450,2576927.7370,5564.5300,FINAL-SURFACE
1085_FG,319983.5200,2576829.4040,5565.0700,FINAL-SURFACE
1086_FG,320001.6770,2576731.0590,5565.7300,FINALSURFACE
1087_FG,320019.8100,2576632.6820,5566.3400,FINALSURFACE
1088_FG,320037.8840,2576534.4030,5566.9400,FINALSURFACE
1089_FG,320056.0250,2576435.9940,5567.5900,FINALSURFACE
1090_FG,320074.3440,2576337.6800,5568.2800,FINALSURFACE
1091_FG,320092.5520,2576239.3490,5568.9000,FINALSURFACE
1092_FG,319994.2180,2576221.1330,5568.0700,FINALSURFACE
1093_FG,319975.9010,2576319.5040,5567.4400,FINALSURFACE
1094_FG,319957.7150,2576417.8260,5566.7800,FINALSURFACE
1095_FG,319939.6500,2576516.3020,5566.2800,FINALSURFACE
1096_FG,319921.4670,2576614.6540,5565.5200,FINALSURFACE
1097_FG,319903.2200,2576712.9790,5565.0000,FINALSURFACE
1098_FG,319885.0550,2576811.1720,5564.3400,FINALSURFACE
1099_FG,319866.9230,2576909.5180,5563.7300,FINALSURFACE
1100_FG,319848.9420,2577007.8520,5563.1000,FINALSURFACE
1101_FG,319830.5510,2577106.1600,5562.4500,FINALSURFACE
1102_FG,319812.3660,2577204.5430,5561.7900,FINALSURFACE
1103_FG,319794.2520,2577302.8890,5561.2300,FINALSURFACE
1104_FG,319776.1530,2577401.1470,5560.5800,FINALSURFACE
1105_FG,319757.8680,2577499.4700,5559.9000,FINALSURFACE
1106_FG,319659.5360,2577481.2840,5559.1500,FINALSURFACE
2
1107_FG,319677.7980,2577383.1200,5559.7900,FINALSURFACE
1108_FG,319695.8660,2577284.6300,5560.3800,FINALSURFACE
1109_FG,319714.1290,2577186.4020,5561.0000,FINALSURFACE
1110_FG,319732.3850,2577088.0350,5561.6300,FINALSURFACE
1111_FG,319750.4330,2576989.7060,5562.3000,FINALSURFACE
1112_FG,319768.5000,2576891.2750,5562.9400,FINALSURFACE
1113_FG,319786.7900,2576792.9050,5563.5500,FINALSURFACE
1114_FG,319805.0140,2576694.6850,5564.2300,FINALSURFACE
1115_FG,319823.0900,2576596.4130,5564.8400,FINALSURFACE
1116_FG,319841.3520,2576497.8900,5565.3700,FINALSURFACE
1117_FG,319859.5050,2576399.6590,5566.0600,FINALSURFACE
1118_FG,319877.6220,2576301.4150,5566.6400,FINALSURFACE
1121_FG,319779.5230,2576283.0720,5565.8500,FINALSURFACE
1122_FG,319761.1410,2576381.3990,5565.2200,FINALSURFACE
1123_FG,319743.0710,2576479.7500,5564.6000,FINALSURFACE
1124_FG,319724.8700,2576578.1700,5564.0500,FINALSURFACE
1125_FG,319706.7150,2576676.5280,5563.4300,FINALSURFACE
1126_FG,319688.3470,2576774.8070,5562.7800,FINALSURFACE
1127_FG,319670.3640,2576873.2170,5562.1600,FINALSURFACE
1128_FG,319652.1210,2576971.4990,5561.5700,FINALSURFACE
1129_FG,319633.8260,2577069.6910,5560.9400,FINALSURFACE
1130_FG,319615.6680,2577168.2610,5560.2700,FINALSURFACE
1131_FG,319597.5900,2577266.5730,5559.6500,FINALSURFACE
1132_FG,319579.6230,2577364.8150,5558.9400,FINALSURFACE
1133_FG,319481.0550,2577346.6430,5558.2300,FINALSURFACE
1134_FG,319499.2690,2577248.4930,5558.8100,FINALSURFACE
1135_FG,319517.4940,2577150.0250,5559.4300,FINALSURFACE
1136_FG,319535.5790,2577051.7000,5560.1000,FINALSURFACE
1137_FG,319553.8080,2576953.3190,5560.7700,FINALSURFACE
1138_FG,319571.8350,2576854.9900,5561.3200,FINALSURFACE
1139_FG,319590.0500,2576756.5680,5561.9300,FINALSURFACE
1140_FG,319608.2930,2576658.2280,5562.5800,FINALSURFACE
1141_FG,319626.3850,2576560.0080,5563.2400,FINALSURFACE
1142_FG,319644.6450,2576461.6470,5563.8900,FINALSURFACE
1143_FG,319662.7880,2576363.3320,5564.5600,FINALSURFACE
1144_FG,319680.9980,2576264.8960,5565.1300,FINALSURFACE
1146_FG,319582.6020,2576246.8100,5564.3400,FINALSURFACE
1147_FG,319564.4560,2576345.1810,5563.7500,FINALSURFACE
1148_FG,319546.1310,2576443.3890,5563.1000,FINALSURFACE
1149_FG,319528.1140,2576541.7460,5562.5200,FINALSURFACE
1150_FG,319509.9550,2576640.2350,5561.8300,FINALSURFACE
1151_FG,319491.7880,2576738.4230,5561.1900,FINALSURFACE
1152_FG,319473.6770,2576836.7660,5560.5400,FINALSURFACE
1153_FG,319455.5180,2576935.1930,5559.9000,FINALSURFACE
1154_FG,319437.2930,2577033.4750,5559.3500,FINALSURFACE
1155_FG,319419.0950,2577131.7520,5558.7300,FINALSURFACE
1156_FG,319400.8600,2577230.2230,5558.0000,FINALSURFACE
1157_FG,319382.6360,2577328.5200,5557.8000,FINALSURFACE
1158_FG,319291.6160,2577312.4960,5598.0400,FINALSURFACE
1160_FG,319300.4440,2577263.3120,5597.9600,FINALSURFACE
1162_FG,319309.3040,2577214.2140,5598.0600,FINALSURFACE
1164_FG,319318.0640,2577164.8860,5598.0600,FINALSURFACE
3
1166_FG,319326.8290,2577115.6790,5597.9600,FINALSURFACE
1168_FG,319335.7520,2577066.4110,5598.0600,FINALSURFACE
1170_FG,319344.6650,2577017.2450,5597.9400,FINALSURFACE
1172_FG,319353.2940,2576967.9990,5598.0400,FINALSURFACE
1174_FG,319362.1330,2576918.8170,5598.0100,FINALSURFACE
1176_FG,319370.9560,2576869.4970,5597.9600,FINALSURFACE
1178_FG,319379.8170,2576820.3180,5597.9700,FINALSURFACE
1180_FG,319388.5830,2576771.1080,5598.0000,FINALSURFACE
1182_FG,319397.4320,2576721.9960,5597.9400,FINALSURFACE
1184_FG,319406.2170,2576672.7150,5597.9400,FINALSURFACE
1186_FG,319415.0660,2576623.4130,5597.9800,FINALSURFACE
1188_FG,319423.7970,2576574.2620,5598.0000,FINALSURFACE
1190_FG,319432.7470,2576525.0160,5597.9700,FINALSURFACE
1192_FG,319441.5800,2576475.9750,5598.0400,FINALSURFACE
1194_FG,319450.2840,2576426.6770,5597.9300,FINALSURFACE
1196_FG,319459.1890,2576377.3890,5598.0300,FINALSURFACE
1198_FG,319467.9110,2576328.2250,5597.9400,FINALSURFACE
1200_FG,319476.7630,2576279.0140,5597.9900,FINALSURFACE
1202_FG,319485.2290,2576232.9840,5597.9500,FINALSURFACE
1204_FG,319502.8920,2576191.5980,5597.9500,FINALSURFACE
1225_FG,319369.9750,2577331.9210,5557.7900,FINALSURFACE
1226_FG,319379.8140,2577277.8210,5557.7900,FINALSURFACE
1227_FG,319388.0920,2577228.6240,5557.9500,FINALSURFACE
1228_FG,319396.2200,2577179.2090,5558.3000,FINALSURFACE
1229_FG,319404.5190,2577129.9310,5558.5600,FINALSURFACE
1230_FG,319412.7510,2577080.5960,5558.9200,FINALSURFACE
1231_FG,319420.8660,2577031.3110,5559.1700,FINALSURFACE
1232_FG,319429.1860,2576981.9730,5559.5800,FINALSURFACE
1233_FG,319437.3760,2576932.5490,5559.8700,FINALSURFACE
1234_FG,319445.5340,2576883.3270,5560.1700,FINALSURFACE
1235_FG,319453.7170,2576833.8520,5560.4600,FINALSURFACE
1236_FG,319461.9160,2576784.5700,5560.7800,FINALSURFACE
1237_FG,319470.1780,2576735.1880,5561.0000,FINALSURFACE
1238_FG,319478.4460,2576685.9220,5561.3400,FINALSURFACE
1239_FG,319486.6160,2576636.6010,5561.6500,FINALSURFACE
1240_FG,319494.8550,2576587.2340,5561.9900,FINALSURFACE
1241_FG,319503.0640,2576537.9780,5562.3200,FINALSURFACE
1242_FG,319511.2550,2576488.7090,5562.5800,FINALSURFACE
1243_FG,319519.4550,2576439.2210,5562.8900,FINALSURFACE
1244_FG,319527.6770,2576389.9520,5563.1800,FINALSURFACE
1245_FG,319535.8030,2576340.6960,5563.5300,FINALSURFACE
1246_FG,319543.9740,2576291.2620,5563.8100,FINALSURFACE
1247_FG,319557.5360,2576231.1760,5564.2500,FINALSURFACE
1248_FG,320700.3490,2576249.0760,5608.0600,FINALSURFACE
1249_FG,320689.0760,2576297.9050,5607.9500,FINALSURFACE
1250_FG,320680.1280,2576347.1680,5607.9900,FINALSURFACE
1251_FG,320671.1380,2576396.2940,5607.9100,FINALSURFACE
1252_FG,320662.1260,2576445.5590,5607.9000,FINALSURFACE
1253_FG,320653.2730,2576494.6880,5607.9800,FINALSURFACE
1254_FG,320644.3120,2576543.8870,5607.9600,FINALSURFACE
1255_FG,320635.4890,2576593.1490,5607.9700,FINAL-SURFACE
1256_FG,320626.6880,2576642.3250,5608.1600,FINAL-SURFACE
4
1257_FG,320617.8520,2576691.5760,5608.2200,FINAL-SURFACE
1258_FG,320609.1730,2576740.8140,5608.3700,FINAL-SURFACE
1259_FG,320600.4930,2576790.0440,5608.5900,FINAL-SURFACE
1260_FG,320591.7770,2576839.2740,5608.7000,FINAL-SURFACE
1261_FG,320582.5230,2576888.4190,5608.5500,FINAL-SURFACE
1262_FG,320573.0180,2576937.5170,5608.3900,FINAL-SURFACE
1263_FG,320563.6870,2576986.6040,5608.2100,FINAL-SURFACE
1264_FG,320554.4230,2577035.7420,5608.1600,FINAL-SURFACE
1265_FG,320545.1790,2577084.8660,5608.4500,FINAL-SURFACE
1266_FG,320535.9750,2577133.9950,5608.6100,FINAL-SURFACE
1267_FG,320526.8560,2577183.2230,5608.7300,FINAL-SURFACE
1268_FG,320517.7000,2577232.3810,5608.8000,FINAL-SURFACE
1269_FG,320508.5400,2577281.4950,5608.7900,FINAL-SURFACE
1270_FG,320499.6250,2577330.6170,5608.8800,FINAL-SURFACE
1271_FG,320491.1200,2577379.9630,5608.7700,FINAL-SURFACE
1272_FG,320482.7490,2577429.1770,5608.7600,FINALSURFACE
1273_FG,320474.1220,2577478.4940,5608.8800,FINAL-SURFACE
1274_FG,320464.2890,2577527.5360,5608.9000,FINAL-SURFACE
1275_FG,320454.4420,2577576.5300,5609.0000,FINAL-SURFACE
1276_FG,320444.3780,2577625.5300,5608.9800,FINAL-SURFACE
1277_FG,320434.8870,2577674.7910,5609.1500,FINAL-SURFACE
1278_FG,320425.6900,2577723.8170,5609.1400,FINAL-SURFACE
1279_FG,320405.0380,2577813.5420,5609.2600,FINAL-SURFACE
1280_FG,320388.4030,2577830.9780,5609.2700,FINAL-SURFACE
1281_FG,320310.2680,2577825.9760,5609.4200,FINAL-SURFACE
1282_FG,320367.9410,2577560.6390,5565.0100,FINAL-SURFACE
1283_FG,320378.5200,2577511.8350,5565.4100,FINAL-SURFACE
1284_FG,320398.5100,2577413.7780,5566.0300,FINAL-SURFACE
1285_FG,320407.4060,2577364.6890,5566.3300,FINAL-SURFACE
1286_FG,320416.3610,2577315.3620,5566.6100,FINAL-SURFACE
1287_FG,320425.9440,2577266.3550,5566.8900,FINAL-SURFACE
1288_FG,320435.9410,2577217.3450,5567.2800,FINAL-SURFACE
1289_FG,320446.0010,2577168.3820,5567.5500,FINAL-SURFACE
1290_FG,320455.8700,2577119.3100,5567.9400,FINAL-SURFACE
1291_FG,320466.0290,2577070.2570,5568.2500,FINAL-SURFACE
1292_FG,320476.0390,2577021.4000,5568.4800,FINAL-SURFACE
1293_FG,320486.1190,2576972.3560,5568.9000,FINAL-SURFACE
1294_FG,320495.8900,2576923.3650,5569.1800,FINAL-SURFACE
1295_FG,320505.5530,2576874.2510,5569.5300,FINAL-SURFACE
1296_FG,320515.3300,2576825.1710,5569.7700,FINAL-SURFACE
1297_FG,320524.8580,2576776.0930,5570.1400,FINAL-SURFACE
1298_FG,320534.4120,2576727.0440,5570.4200,FINAL-SURFACE
1299_FG,320544.0870,2576678.0100,5570.7400,FINAL-SURFACE
1300_FG,320553.8450,2576628.8770,5571.1300,FINAL-SURFACE
1301_FG,320563.4590,2576579.7820,5571.3900,FINAL-SURFACE
1302_FG,320573.0940,2576530.8210,5571.7300,FINALSURFACE
1303_FG,320592.2250,2576432.6450,5572.3500,FINALSURFACE
1304_FG,320601.7960,2576383.5190,5572.7000,FINALSURFACE
1305_FG,320611.3960,2576334.4110,5573.0400,FINALSURFACE
1306_FG,320621.1140,2576285.3650,5573.2500,FINALSURFACE
1307_FG,320622.0960,2576279.7350,5573.3500,FINALSURFACE
1309_FG,320564.0580,2576186.7350,5573.2900,FINALSURFACE
5
1310_FG,320707.3230,2576218.7850,5608.1200,FINALSURFACE
1311_FG,320643.1900,2576120.3760,5607.3600,FINALSURFACE
1312_FG,320602.3700,2576120.1100,5606.8800,FINALSURFACE
1313_FG,320552.3660,2576120.7090,5606.2900,FINALSURFACE
1314_FG,320552.4430,2576186.8940,5573.1300,FINALSURFACE
1315_FG,320502.3070,2576120.9960,5605.6400,FINALSURFACE
1316_FG,320502.3840,2576186.8710,5572.7300,FINALSURFACE
1317_FG,320452.3970,2576121.3520,5605.1700,FINALSURFACE
1318_FG,320452.3690,2576187.2870,5572.3400,FINALSURFACE
1319_FG,320402.4890,2576122.9290,5604.8700,FINALSURFACE
1320_FG,320352.4360,2576124.0920,5604.7500,FINALSURFACE
1321_FG,320352.5200,2576190.7930,5571.3700,FINALSURFACE
1322_FG,320302.4980,2576124.1880,5605.0900,FINALSURFACE
1323_FG,320302.4780,2576192.5980,5570.9900,FINALSURFACE
1324_FG,320252.4650,2576125.1900,5605.0400,FINALSURFACE
1325_FG,320252.5410,2576194.3640,5570.5400,FINALSURFACE
1326_FG,320202.4750,2576125.9610,5605.0400,FINALSURFACE
1327_FG,320202.3830,2576196.0150,5570.0300,FINALSURFACE
1328_FG,320152.4220,2576126.9290,5604.9100,FINALSURFACE
1329_FG,320152.4670,2576197.5300,5569.6400,FINALSURFACE
1330_FG,320102.4180,2576127.1830,5604.9200,FINALSURFACE
1331_FG,320102.4400,2576198.9750,5569.1600,FINALSURFACE
1332_FG,320052.4190,2576127.0420,5604.9100,FINALSURFACE
1333_FG,320052.4090,2576199.6560,5568.7300,FINALSURFACE
1334_FG,320002.4600,2576127.3400,5604.6000,FINALSURFACE
1335_FG,320002.3590,2576200.0250,5568.3100,FINALSURFACE
1336_FG,319952.3820,2576127.9990,5604.0400,FINALSURFACE
1337_FG,319902.5110,2576128.8640,5603.3900,FINALSURFACE
1338_FG,319902.3770,2576200.9100,5567.4300,FINALSURFACE
1339_FG,319852.4320,2576130.0980,5602.6700,FINALSURFACE
1340_FG,319852.4170,2576201.6010,5566.9600,FINALSURFACE
1341_FG,319802.5070,2576130.2770,5602.5900,FINALSURFACE
1342_FG,319802.3870,2576202.4150,5566.4300,FINALSURFACE
1343_FG,319752.5200,2576131.8440,5601.7200,FINALSURFACE
1344_FG,319752.5210,2576203.1870,5566.1200,FINALSURFACE
1345_FG,319702.5190,2576132.3080,5600.9600,FINALSURFACE
1346_FG,319702.5260,2576202.9410,5565.6500,FINALSURFACE
1347_FG,319652.4530,2576132.1840,5599.8200,FINALSURFACE
1348_FG,319652.3820,2576201.6700,5565.2000,FINALSURFACE
1349_FG,319952.5130,2576200.4460,5567.8800,FINALSURFACE
1350_FG,320402.4410,2576189.0170,5571.8500,FINALSURFACE
1351_FG,320330.7750,2577736.8960,5563.9300,FINAL-SURFACE
1352_FG,320364.0730,2577835.7370,5608.7700,FINAL-SURFACE
1353_FG,320263.1360,2577811.6670,5608.1900,FINAL-SURFACE
1354_FG,320284.5990,2577724.9760,5563.4900,FINAL-SURFACE
1355_FG,320250.5450,2577715.7840,5563.2600,FINAL-SURFACE
1356_FG,320227.9380,2577708.2060,5563.0200,FINAL-SURFACE
1357_FG,320201.2190,2577791.1750,5606.6200,FINAL-SURFACE
1358_FG,320180.6250,2577692.1890,5562.7700,FINAL-SURFACE
1359_FG,320153.4720,2577774.3660,5606.0200,FINAL-SURFACE
1360_FG,320131.1330,2577675.4900,5562.4300,FINAL-SURFACE
1361_FG,320101.4270,2577755.7390,5605.2000,FINAL-SURFACE
6
1362_FG,320084.2110,2577658.4480,5562.1000,FINAL-SURFACE
1363_FG,320058.6380,2577739.8700,5604.6800,FINAL-SURFACE
1364_FG,320037.0890,2577641.4040,5561.7700,FINAL-SURFACE
1365_FG,320011.3650,2577722.7700,5604.3500,FINAL-SURFACE
1366_FG,319989.9970,2577624.5000,5561.4500,FINAL-SURFACE
1367_FG,319964.5750,2577705.3190,5603.8000,FINAL-SURFACE
1368_FG,319915.9000,2577687.6980,5603.3600,FINAL-SURFACE
1369_FG,319942.9760,2577607.7430,5561.1100,FINAL-SURFACE
1370_FG,319895.7440,2577591.0720,5560.7500,FINAL-SURFACE
1371_FG,319868.6950,2577671.1100,5603.0600,FINAL-SURFACE
1372_FG,319848.5560,2577574.4990,5560.3700,FINAL-SURFACE
1373_FG,319823.3480,2577654.6100,5602.4000,FINAL-SURFACE
1374_FG,319776.2140,2577637.4870,5601.6800,FINAL-SURFACE
1375_FG,319801.2330,2577558.1300,5560.0400,FINAL-SURFACE
1376_FG,319754.1730,2577541.4050,5559.7500,FINAL-SURFACE
1377_FG,319726.9630,2577621.3860,5601.9200,FINAL-SURFACE
1378_FG,319679.7350,2577604.5850,5601.5800,FINAL-SURFACE
1379_FG,319707.0320,2577524.7420,5559.4100,FINAL-SURFACE
1380_FG,319659.8950,2577508.0340,5559.0900,FINAL-SURFACE
1381_FG,319632.3980,2577587.3150,5601.0400,FINAL-SURFACE
1382_FG,319587.8970,2577569.2760,5599.7400,FINAL-SURFACE
1383_FG,319612.7110,2577491.1380,5558.6900,FINAL-SURFACE
1384_FG,319565.6070,2577474.0350,5558.4200,FINAL-SURFACE
1385_FG,319540.8890,2577552.7720,5599.0600,FINALSURFACE
1386_FG,319518.5600,2577457.4720,5558.0100,FINALSURFACE
1387_FG,319490.9050,2577536.7730,5599.9500,FINALSURFACE
1388_FG,319486.7040,2577549.7380,5600.0100,FINALSURFACE
1389_FG,319462.8650,2577519.9920,5596.0400,FINALSURFACE
1390_FG,319452.0130,2577553.0960,5596.3900,FINALSURFACE
1391_FG,319437.7220,2577512.0450,5595.9700,FINALSURFACE
1392_FG,319427.4650,2577544.6510,5596.3800,FINALSURFACE
1393_FG,319404.8690,2577510.3780,5600.0300,FINALSURFACE
1394_FG,319401.6230,2577520.6320,5599.9900,FINALSURFACE
1395_FG,319366.8580,2577494.3170,5597.9700,FINALSURFACE
1396_FG,319309.7560,2577450.8900,5597.9200,FINALSURFACE
1397_FG,319302.6430,2577451.3580,5597.9900,FINALSURFACE
1398_FG,319293.3020,2577439.4990,5597.9500,FINALSURFACE
1399_FG,319295.5950,2577432.6630,5597.9700,FINALSURFACE
1402_FG,319417.0820,2577367.2610,5557.5200,FINALSURFACE
1403_FG,319402.6890,2577348.7380,5557.5500,FINALSURFACE
1404_FG,319401.9160,2577354.6570,5555.4400,FINALSURFACE
1405_FG,319411.1620,2577366.5420,5555.4100,FINALSURFACE
1406_FG,319404.3590,2577376.8560,5557.9500,FINALSURFACE
1407_FG,319403.2290,2577372.7040,5555.4300,FINALSURFACE
1408_FG,319394.0150,2577360.7660,5555.4300,FINALSURFACE
1409_FG,319390.1400,2577358.7530,5557.9800,FINALSURFACE
1410_FG,319601.3510,2577165.0050,5559.1300,FINALSURFACE
1411-FG,319753.0700,2576253.2290,5564.3000,FINALSURFACE
1412_FG,319916.9430,2576852.3530,5563.3500,FINAL-SURFACE
1413_FG,320017.2820,2576249.9610,5567.0900,FINALSURFACE
1414_FG,320561.7670,2576213.4330,5572.0500,FINALSURFACE
1415_FG,320425.9760,2577032.6950,5566.9900,FINAL-SURFACE
7
1416_FG,320345.1540,2577428.6760,5564.3900,FINAL-SURFACE
1417_FG,319549.6700,2576257.3430,5564.0100,FINALSURFACE
1417LL-FG,319551.1650,2576257.6080,5562.9500,FINALSURFACE
1418_FG,320389.1770,2577462.9580,5565.7100,FINAL-SURFACE
1419_FG,320228.4630,2577800.4790,5607.0300,FINAL-SURFACE
1420_FG,319576.7640,2576210.5050,5564.4900,FINALSURFACE
1421_FG,319605.7190,2576200.9380,5564.8200,FINALSURFACE
1422_FG,319602.5980,2576132.5920,5598.9100,FINALSURFACE
1423_FG,319564.5130,2576141.9290,5598.0300,FINALSURFACE
1424_FG,319515.6550,2576156.3680,5596.0200,FINALSURFACE
1427_FG,319336.5010,2577485.0070,5598.0600,FINALSURFACE
1428_FG,319373.4490,2577312.7030,5557.8300,FINALSURFACE
1429_FG,319412.5070,2577352.1360,5556.5900,FINALSURFACE
1430_FG,319452.4090,2577436.1060,5557.5800,FINALSURFACE
1431_FG,320594.7140,2576235.7670,5573.2700,FINALSURFACE
1432_FG,320677.5050,2576174.5340,5607.4900,FINALSURFACE
1434_FG,319274.8740,2577406.1460,5597.9900,FINALSURFACE
1435_FG,320285.0090,2577723.4140,5562.4400,FINAL-SURFACE
1501_FG,319241.9318,2577506.2770,5598.4700,FINALSURFACE
1502_FG,319249.0517,2577454.5060,5598.1700,FINALSURFACE
1503_FG,319257.6060,2577404.5920,5597.8700,FINALSURFACE
1504_FG,319265.0510,2577354.9520,5598.0200,FINALSURFACE
1505_FG,319274.3510,2577306.2070,5598.1200,FINALSURFACE
1506_FG,319283.3780,2577257.2210,5598.1800,FINALSURFACE
1507_FG,319292.1840,2577208.4070,5597.8000,FINALSURFACE
1508_FG,319300.7140,2577159.5650,5598.0900,FINALSURFACE
1509_FG,319309.9220,2577110.9510,5598.4700,FINALSURFACE
1510_FG,319318.0210,2577061.9560,5598.1500,FINALSURFACE
1511_FG,319326.7170,2577013.1390,5597.9400,FINALSURFACE
1512_FG,319335.4620,2576964.0720,5597.8400,FINALSURFACE
1513_FG,319343.7720,2576915.1270,5597.7600,FINALSURFACE
1514_FG,319351.5730,2576865.1060,5598.1100,FINALSURFACE
1515_FG,319360.5750,2576816.5460,5598.2700,FINALSURFACE
1516_FG,319370.2250,2576767.4160,5598.2500,FINALSURFACE
1517_FG,319379.0940,2576718.8680,5598.1900,FINALSURFACE
1518_FG,319387.7550,2576669.3430,5598.1300,FINALSURFACE
1519_FG,319396.9300,2576620.8330,5598.0500,FINALSURFACE
1520_FG,319405.2470,2576571.6980,5598.2000,FINALSURFACE
1521_FG,319413.4330,2576515.2130,5597.9700,FINALSURFACE
1522_FG,319422.6130,2576466.1980,5598.1200,FINALSURFACE
1523_FG,319432.8320,2576416.9480,5597.9600,FINALSURFACE
1524_FG,319443.0320,2576368.0360,5598.2200,FINALSURFACE
1525_FG,319452.7370,2576319.2950,5598.1800,FINALSURFACE
1526_FG,319461.0300,2576270.6070,5598.0900,FINALSURFACE
1527_FG,319469.9600,2576222.0140,5597.3900,FINALSURFACE
1528_FG,319456.3510,2576214.3600,5593.2200,FINALSURFACE
1529_FG,319439.1970,2576261.3590,5590.8500,FINALSURFACE
1530_FG,319427.1350,2576309.2220,5589.1100,FINALSURFACE
1531_FG,319413.6420,2576356.8630,5587.5100,FINALSURFACE
1532_FG,319398.6170,2576404.0010,5585.6700,FINALSURFACE
1533_FG,319383.9040,2576451.7900,5584.3000,FINALSURFACE
1534_FG,319369.9030,2576499.5080,5582.9800,FINALSURFACE
8
1535_FG,319361.1250,2576539.5150,5581.4000,FINALSURFACE
1536_FG,319347.8970,2576591.1120,5580.3000,FINALSURFACE
1537_FG,319337.5150,2576644.2340,5579.2100,FINALSURFACE
1539_FG,319325.6740,2576687.6580,5578.3700,FINALSURFACE
1540_FG,319314.7520,2576734.5280,5578.0200,FINALSURFACE
1541_FG,319306.1190,2576781.0490,5578.0000,FINALSURFACE
1542_FG,319300.7460,2576826.7920,5578.1300,FINALSURFACE
1543_FG,319292.0850,2576873.7430,5577.5900,FINALSURFACE
1544_FG,319282.2450,2576919.8170,5576.9800,FINALSURFACE
1545_FG,319270.8390,2576964.5850,5575.8100,FINALSURFACE
1546_FG,319259.3560,2577011.6610,5574.5800,FINALSURFACE
1547_FG,319249.5950,2577057.8330,5573.3600,FINALSURFACE
1548_FG,319238.3630,2577102.8870,5572.5900,FINALSURFACE
1549_FG,319228.1580,2577147.0770,5571.3100,FINALSURFACE
1550_FG,319217.1170,2577192.7830,5570.4100,FINALSURFACE
1551_FG,319203.9790,2577241.5440,5569.4800,FINALSURFACE
1552_FG,319195.6210,2577286.0470,5568.7700,FINALSURFACE
1553_FG,319195.5040,2577286.0130,5568.7600,FINALSURFACE
1554_FG,319184.8990,2577330.2510,5568.0200,FINALSURFACE
1555_FG,319174.1380,2577372.2900,5567.9800,FINALSURFACE
1556_FG,319174.2150,2577412.0140,5569.4700,FINALSURFACE
1557_FG,319171.2540,2577466.7930,5570.8500,FINALSURFACE
1558_FG,319164.3780,2577493.6960,5570.6200,FINALSURFACE
33_MW_toc,319503.3000,2576115.4100,5597.8190,MW-33-TOP.OF.CASING
34_MW_toc,319370.6690,2576846.5300,5599.9010,MW-34-TOP.OF.CASING
35_MW_toc,320136.0840,2576111.6410,5606.2810,MW-35-TOP.OF.CASING
9

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]

ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor respectively submits on this November 30th, 2010 the as-built
drawing for the “Secondary Layer”. The asbuilt submitted contains surveyed liner panels, seams and repairs
in there respective locations

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby certify that this
Land Survey Data as represented on this digital storage device is accurate and correct to the best of my
knowledge and information. This survey is based on monuments set by others and verified by normal
procedures and accepted. And that this work was done by me or under my supervision, and that the results of
the survey are correct and accurate.

Ronald G. Nereson:

Utah PLS #6914142-2201

Note: KGL Survey was involved in the collection of survey information throughout the installation process
and placement of Liner Panels, Seams and Repairs that was surveyed then presented to site inspectors. It then
under went several rigorous reviews and edits. Additionally an outside survey company also was involved in
the collection of survey data also submitted in the asbuilt. KGL Survey stands by its survey and believes the
information to be true and accurate to the best of our knowledge based on the cell 4b coordinate system

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]

ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor respectively submits on this November 23rd, 2010 the
as-built drawing for the (LDS) Leak Detection System and the Slimes Drain Header, the asbuilt
submitted contains both piping systems separate from the liner asbuilt for reasons of clarity. Surveys
shown on the drawing represents the top of pipe elevations from end to end.

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby certify
that this Land Survey Data as represented on this digital storage device is accurate and correct to the
best of my knowledge and information. This survey is based on monuments set by others and
verified by normal procedures and accepted. And that this work was done by me or under my
supervision, and that the results of the survey are correct and accurate.

Ronald G. Nereson:

Utah PLS #6914142-2201

Note: KGL Survey was involved in the collection of survey information throughout the construction
process and placement of the piping surveyed and submitted. Additionally an outside survey
company also was involved in the collection of survey data submitted in the asbuilt. KGL Survey
stands by its survey and believes the information to be true and accurate to the best of our knowledge
based on the cell 4b coordinate system

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]

ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor respectively submits on this November 30th, 2010 the as-built
drawing for the “Primary Layer”. The asbuilt submitted contains surveyed liner panels, seams and repairs in
there respective locations

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby certify that this
Land Survey Data as represented on this digital storage device is accurate and correct to the best of my
knowledge and information. This survey is based on monuments set by others and verified by normal
procedures and accepted. And that this work was done by me or under my supervision, and that the results of
the survey are correct and accurate.

Ronald G. Nereson:

Utah PLS #6914142-2201

Note: KGL Survey was involved in the collection of survey information throughout the installation process
and placement of Liner Panels, Seams and Repairs that was surveyed then presented to site inspectors. It then
under went several rigorous reviews and edits. Additionally an outside survey company also was involved in
the collection of survey data also submitted in the asbuilt. KGL Survey stands by its survey and believes the
information to be true and accurate to the best of our knowledge based on the cell 4b coordinate system

Golden, Colorado 80401 813 14th Street, Suite A
(303) 216-9050 [phone] Fax
[e-mail] [e-mail]
[e-mail]

ASSOCIATES, INC.
Mining Mine Development Industrial Remediation Reclamation Surveying

SURVEYOR’S CERTIFICATE

I Steven D. Hancock, the KGL site surveyor respectively submits on this November 30th, 2010 the
as-built drawing for the Slimes Drain System Alignment and previously submitted Slimes Drain
Header. The top of pipe was used as reference survey for the header line; the top of the sand bags
was used as reference for the slime composite lines survey. There is a combination of older type
sand bags also newer and larger type of bags coving the slime lines in addition to being frozen in
place. The survey submitted best represents the in place as-built of the slimes drainage system

Steven D. Hancock
KGL Site Surveyor

I, Ronald G. Nereson, a registered Professional Land Surveyor in the State of Utah, hereby certify
that this Land Survey Data as represented on this digital storage device is accurate and correct to the
best of my knowledge and information. This survey is based on monuments set by others and
verified by normal procedures and accepted. And that this work was done by me or under my
supervision, and that the results of the survey are correct and accurate.

Ronald G. Nereson:

Utah PLS #6914142-2201

Appendix L
Warranties

GSE and other trademarks in this document are registered trademarks of GSE Lining Technology, LLC in the United States and certain foreign countries.

GSE Lining Technology, LLC • 19103 Gundle Road • Houston, TX 77073 • 800.435.2008 • 281.443.8564 • 281.230.8650 Fax • gseworld.com

Date: 11/30/10

Warranty No.: 61334
Purchaser Name: Denison Mine Corp Project No.: 61334
Address: 1050 17th Street Suite 950 Effective Date: 11/30/10
City, State: Denver, CO 80265 Project Name: Denison White Mesa Mill
Product Type/Description: GSE Geomembrane Products Project Address: Denver, CO 80265

GSE Lining Technology, LLC (“GSE”) warrants each GSE product described above to be free from material manufacturing defects (as
described by the contract’s material specifications) and to be able to withstand normal weathering for a period of twenty (20) years from
the date of sale. This limited warranty does not include damages or defects in the GSE product resulting from acts of God, casualty or
catastrophe, including but not limited to: earthquakes, floods, piercing hail, tornadoes or force majeure. The term “normal use” does not
include, among other things, the exposure of GSE’s product to harmful chemicals, abuse by machinery, equipment or people; improper site
preparation or placement of cover materials; excessive pressures or stresses from any source. This warranty is intended for commercial use
only and is not in effect for the consumer as defined in the Magnuson-Moss Warranty Act.

Should defects or premature loss of use within the scope of this warranty occur, GSE will, at its option, repair or replace the GSE product
on a pro rata basis at the current price in such manner as to charge the Purchaser only for that portion of the warranted life which has
elapsed since the purchase of the product. GSE shall have the right to inspect and determine the cause of the alleged defect in the product
and to take appropriate steps to repair or replace the product if a defect exists that is covered under this warranty.

Any claim for any alleged breach of this warranty must be made in writing, by certified mail or courier, to GSE Lining Technology, LLC,
19103 Gundle Road, Houston, TX 77073, with the words “Warranty Claim” clearly marked on the face of the envelope, within ten (10)
days of Purchaser becoming aware of the alleged defect. Should the required notice not be given, the defect and all warranties are waived
by the Purchaser, and Purchaser shall not have rights under this warranty. GSE shall not be obligated to perform any inspection or obligated
to perform any repair or replacement under this warranty until the area is made available free from all obstructions, water, dirt, sludge,
residuals and liquids of any kind. If after inspection it is determined that there is no claim under this warranty, Purchaser shall reimburse
GSE for its costs associated with the site inspection.

In the event the exclusive remedy provided herein fails in its essential purpose, and in that event only, the Purchaser shall be entitled to a
return of the purchase price for so much of the product as GSE determines to have violated the warranty provided herein. GSE shall not be
liable for direct, indirect, special, consequential or incidental damages resulting from a breach of this warranty including, but not limited to:
damages for loss of production, lost profits, personal injury or property damage. GSE shall not be obligated to reimburse Purchaser for any
repairs, replacement, modifications or alterations made by Purchaser to GSE’s product, unless GSE specifically authorized, in writing, said
repairs, replacements, modifications or alterations in advance. GSE liability under this warranty shall in no event exceed the replacement
cost of the product sold to the Purchaser for the particular installation in which it failed.

GSE neither assumes nor authorizes any person other than an officer of GSE to assume for it any other or additional liability in connection
with the GSE product made on the basis of the Limited Warranty. GSE MAKES NO WARRANTY OF ANY KIND OTHER THAN
THAT GIVEN HEREIN AND HEREBY DISCLAIMS ALL WARRANTIES, INCLUDING BOTH EXPRESS OR IMPLIED
WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. THIS WARRANTY IS IN LIEU
OF ALL OTHER WARRANTIES, AND BY ACCEPTING DELIVERY OF THE PRODUCT, PURCHASER WAIVES ALL
OTHER POSSIBLE WARRANTIES. GSE’s WARRANTY BECOMES AN OBLIGATION OF GSE TO PERFORM UNDER THE
WARRANTY ONLY UPON RECEIPT OF FINAL PAYMENT.

This warranty is extended to the Purchaser and is non-transferable and non-assignable, i.e. there are no third-party beneficiaries to this
warranty.
PWGeomembrane5 R01/15/10

PRO RATA LIMITED MATERIAL WARRANTY
FOR GSE LINING TECHNOLOGY, LLC
(U.S.A.)

Appendix M
Slimes Drain Installation – Strip Composite
and Sandbag Placement Details

American Environmental Group,Ltd.
Project Completion Report
Sold To:Project Name:
Project Number:
Date Complete:
Slime #DESCRIPTION QUANTITY NOTES
$/S("M(~d,.-f,i.;'"NOy~t~o.f h'f.od~el .o;J.lc
#:;Z :)1 I~~..s Jrc..~...AJarJi..he~~-er-
,
J p ,'V-)<.
:8 :J 5I I":'t..s Jrc:..·~"\.AloA~e>f i.:»:,fp.pe
:t.t i.j ~i'~-e.$d~;'~rJc.--l-\...oil he~t..r ,.vo,p<-
:J4;.,)si JM{'.5 d1"'~~V\;.Je r:~\...of h~a..ckr ,
..,o'!p(
G 8j,..:..e.S A lG..t~1A.t-Jcr4~or »:»:,,-#"-'be#?is J I";~drG..~''''/\JI(J c:\-L af 'I.'J,e4et'\.0~~tAe..
:tJ 8 si J ;"e..s J-('~'~"",;1V&.4k -0+h.~(',.
r.:>'lOt?
4t-9 s),;;"CJ J>(',,-;""_Ale ri-'"of'h~~~f'•",.p.'t:)e
~IO Si.--.e s ~ra .;;tJ()"..+~$+hec.A-e-r ~,~e•IT
FINAL QUANTITIES
AEGL MATERIALS LEFT ON SITE
DESCRIPTION QUANTITY NOTES
LIST ALL ROll NUMBERS ON THE MATERIAL REPORT AND ATIACH TO THIS REPORT
DIDYOU HAVE FIELD CHANGE ORDERS HOW MANY:I I
THIS JOB IS 100%DONE D IF NOT,EXPECTED RETURN DATE:
Notes:
The project has been left in a clean,orderly fashion acceptable to the customer.
____(INmALS)(DATE)_
THE WORK IS~OMPLETE,S;ZZTORY,QUANTITIES AGREED TO AND ACCEPTED BY:~
,/P-/.-~
AEGL SUPERINTENDENTSIGNATURE :HORIZED SIGNATURE
I 1-~O."J(J C,n Ie &A J2-0c.IVA-?(/7"t
DATE •TITLE
American Environmental Group,Ltd.
Project Completion Report
Sold To:Project Name:
Project Number:
Date Complete:
Slime #DESCRIPTION QUANTITY NOTES
~3~S J,;"'e.-3 ~,f"~\",-S()\S~~e.f ~~c:..~r-,/J ;\1.\c
.!:!33 o j i •.•.•e.>~.-o....;~5ou,J.'-.r }.e~~~r ,
(3,JO.•··'Pe
:tl "5<1 J~~e.5 Oi'c(.,~'"S~v}l ~ec.~~..-1 .".€>+s#'.ne
~3'S .si ;"""e..s ~C1.~"'\0~J~~),~'tr !p.\O€
it.~,5),;';G£dt"'~~..,.Se J-tl-t C'~~fiYl~\I ~«:l/Je
:;i-"37 SI,;;:'e..>d~",S~v\-l..oP h~I,.~P l~iOۥ
FINAL QUANTITIES
AEGl MATER1AU5 LEFT ON srre
QUANTITY NOTESDESCRIPTION
LIST ALL ROLL NUMBERS ON THE MATERIAL REPORT AND ATTACH TO THIS REPORI
DIDYOUHAVEFI!aD CHANGEORDERS HOWMANY:I f
THIS JOB IS 100%DONE 0 IF NOT,EXPECTED RETURN DATE:
Notes:
The project has been left in a clean,orderly fashion acceptable to the customer.
____(INI1lAI..S)(DATE)_
THE WORK IS COMPLETE,SATISFACTORY,QUANTITIES AGREED TO AND ACCEPTED BY:
~~~~~~~AEGL SUPERINTENDENT SIGNATURE ~NATURE
/1·,-Z3'/o L-r/("'62.A ~k4't
DATE l TITLE
COMPANY/;;4J~~
f foATE
American Environmental Group, Ltd.
Project Completion Report
Sold To:Project Name:
Project Number:
Date Complete:
Slime #DESCRIPTION QUANTITY NOTES
:#z'l ..s{J~e5 J.~.AJC}("'~k ~.f1 hecJ.._e-r 0",4 e.rGL I >'\
#7..5 J J }~e...s ~\("C:\..,,N{!!""i-~o-f'h.e~~,,",/PI..:?€
.:,1 ~,.51I':'it$~""c..;~.I\J Df'l-k ~I.:of'~€f rP.''/')e
:i:I '2..?Sj ,':"'es d .•c...,'...•,U~'"+"'-~+'be.6~~v""P,..o€
-j;jo ~:5 S j ';"'e..>~';a.';~r he~~r .
tVnr~L Q'-.a ~",e~.;z~S)I~es d'Ce.....,.Al(9t'~\.€Sf'h~~er '\~),oe
5iJJ...eJ J~;~SDv~~&+J...~e.-•,·1'l<3 g .to .,..0(2•
FINAL QUANTITIES
AEGL MATERIALS LEFT ON SITE
QUANTITY NOTESDESCRIPTION
LIST ALL ROll NUMBERS ON THE MATERIAL REPORT AND ATTACH TO THIS REPORT
DID YOU HAVE FIELD CHANGE ORDERS HOW MANY:I f
THIS JOB IS 100%DONE 0 IF NOT,EXPECTED RETURN OATI;:
Notes:
The project has been left in a clean,orderly fashion acceptable to the customer.
____(INITIALS) (DATE)_
THE WORK IS COMPLETE,SATISFACTORY, QUANTITIES AGREED TO AND ACCEPTED BY;~-R~~~
AEGl SUPERINTENDENT SIGNATURE ~THORlZED SIGNATURE
Il-ZS--ID Cm!ceXA 4-v"1-IV,1ti:F7l
DATE ' nTLE
r::;t-Li 5y?V77/-C
COMPANY
//&S-kD
7 I DATE
American Environmental Group,Ltd.
Proj~Completion Report
Sold To;Project Name:
Project Number:3031001~
Date Complete:
Slime #DESCRIPTION QUANTITY NOTES
t:tJ 39 3k~e$~,~..•..so~0.('~~~~,....o.:'u::I~
.cl '10 Sh;""eJ ~~~..•oou\.\..~-r ~~~r --=~~e
t:1 'J I ~lJJ.t.s ~/'Q ~..,Sov.\.~of-,k ~EY •Pl~E'
':If ~a.S}';"~d.r,,~""S~u\J.-_o-f'~E't:'.~~r .6',~....,p
.cl~';i...,tsf'~.#'1:J S},;"v s&V~A ec..de ....a:~p..
FINAL QUANmlES
DESCRIPTION QUANTITY NOTES
-
AEGl MATERIALS LEFT ON SITE
UST ALL ROll NUMBERS ON THE MATERIAL REPORT AND ATTACH TO THIS REPORI
DIDYOUHAVEFIELDCHANGEORDERS HOWMANY:I I
THIS JOB IS 100%DONE 0 IF NOT,EXPECTED RETURN DATE:
Notes:
The project has been left in a clean,orderly fashion acceptable to the customer.
____(INITlAl.S)(DATE)_
THEWO~E~CTORY,QUANnTlESAGREED TO AND ACCEPTEDBY;_
AEGlSUPERINTENDENTSIGNATURE ~trnORIZED SIGNAlORE __
/1-?.4-/f)C~/CGl-A .AA~
DATE I TITlE
C;I'ZJSy~
American Environmental Group,Ltd.
Project Completion Report
Sold To:ProjeGt Name;1-7;I J
Project Number._3.=-=----=@=3=...!/:....:o~o:!_!..)---C~~_
Date Complete:
Slimeff.DESCRIPTION QUANTITY NOTES
a e-;'1 Slj;"'e.s d..-.c:..~"\s~v+\~-.f L~'Aer >iO ,:o~
-£J 'is JI/~e..s drc..o..,•.•.So..;:-\l..0-1 ,-A •••c.,>.e «:.-:."rr:>
-#4'd•.:.-l--t S~(1.l\'h~c,>''PV'':-.5)I;"'~J o-F --<\--"",-e
-:fJ-9?51/~~dr-I:.<;'"5~v l\...d..f'A ~'...I1:.e4'-""•.....•;;>
cl~r~~~l~e."../1 <..)~..5J~eJ $c""~\..o~.
.~'_n,p
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sjJ~t"...s Jr~~k so".!.~\<Slf'),e cu\t"V"I ,I'/:LSO ~..,,(,)
".
FINAL QUANTITIES
AEGl MATERIAlS lEFT ON SITE
QUANTITY NOTESDESCRIPTION
UST ALL ROLL NUMBERS ON THE MATERIAL REPORT AND ATTACH TO THIS REPORT
DID YOU HAVE FIELD CHANGE ORDERS HOW MANY:
THIS JOB IS 100%DONE 0 IF NOT,EXPECTED RETURN DATE:
Notes:
The project has been left in a clean,orderly fashion acceptable to the customer.
____(IMTIALS)(DATE)_
THE WORK IS COMPLETE,SATISFACTORY,QUANTITIES AGREED TO AND ACCEPTED BY:
~~~.AEGL SUPERINTENDENT SIGNATURE -~SIGNATURE
/)-2'7 -I (f)C~/C'Q A ~;vtfHf./?f
DATE 'TITLE
t;~/{)5Y.~
'COMPANY;#'7;/0
DATE
American Environmental Group,Ltd.
Project Completion Report
Sold To:Project Name:
Project Number:_~""$"'-JO,-",-:?"",-,L,-,=,O-"Q~/...L.cr _
Date Complete:
Slime #DESCRIPTION QUANTITY NOTES
;#:s-I ~L::I::YYI f!'S f)lt4:rrJ '56 VTH 0 F HeA-l.Jb7t fJPIT
::if?'I Sf ~~/J/Z4:r/0 /I/c>lZm of Ih'Mm fJPb
.d:f ~O <;;;L -Dr!«s 1Jt1A:r-/V ,-A/o/lr)!o·r;::1#A-iJG?1fJ:rPB'
:#:')..rs 5:t £YYI tf'5 tJM:z:,AJ A/(j /!'lJ-I ;)P /7'£A-;Jerr?jJ -d1~
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:ti l \5L£Yne5 OI1A2::,rJ /f/onru tJr Jhr#;jpC ?UF,*l~.s:l-..L::YY1t:rS LJM.z-/V A/{)/lrJ/4JZ M?f1fJ1bfJ1 /:de
#l~3l-X7"1~OMf/V ~~n'/aP I-n:Alf/1 ~;dJb
FINAL QUANTITIES
AEGl MATERIAlS LEFT ON SITE
DESCRIPTION QUANTITY NOTES
LIST ALL ROLL NUMBERS ON THE MATERIAL REPORT AND ATTACH TO THIS REPORT
DID YOU HAVE FIELD CHANGE ORDERS HOW MANY:I I
THIS JOB IS 100%DONE D IF NOT,EXPECTED RETURN DATE:
Notes:
The project has been left in a clean,orderly fashion acceptable to the customer.
____(INITIALS)(DATE)_
COMPLETE,ATISFACTORY,QUANTITIES AGREED TO AND ACCEPTED BY:
~-
COMPANY
1;/;'1j;{)
~'DATE
American Environmental Group,Ltd.
Project Completion Report
Sold To:Project Name:
Project Number:3c,)'S/oo f1
Date Complete:
Slime #DESCRIPTION QUANTITY NOTES
1"-\.sL~t-"S I.JM::r/V A/()n rJ.I OJ'::.Iff.4-IJ1:?1 Pz:j>E'
IS"S'L:f:Y'\en IJIl4.rAJ #0/1'77-/0;:::'/-/FAtJt-n f'ffe:-
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11-'seer.c-"5 ;jM~/V A/())1'77-1 ofZ rk7J-#m ,RpP
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1-1 SLJ:YI'1~f}114~~t'f/Cfn 1'7-1 oJlZ /hr.A#/::-')'(PIlle
FINAL QUANTITIES
AEGL MA TERJALS LEFT ON SITE
QUANTITY NOTESDESCRIPTION
LIST ALL ROLL NUMBERS ON THE MATERIAL REPORT AND ATTACH TO THIS REPORT
DID YOU HAVE FIELD CHANGE ORDERS HOW MANY:I I
THIS JOB IS 100%DONE D IF NOT,EXPECTED RETURN DATE:
Notes:
The project has been left in a clean,orderly fashion acceptable to the customer.
____(INITIALS)(DATE)_
K IS COMPLETE,SATISFACTORY,QUANTITIES AGREED TO AND ACCEPTED BY;
EGL SUPERINTENDENT SIGNATURE ~~NATURE
1/-J G-2 d 10 Crt7 Ie 6J.A I'MA/VdtrA
DATE I TITLE
I ~DATE