7607_GreatOakMSWLF_CQArpt_Cell 3A_FID1323049_20190621

 
Construction Certification Report
Cell 3A, Great Oak Landfill
Permit No. 7607-MSWLF-2015

Waste Management of Carolinas, Inc.
3597 Old Cedar Falls Road
Randleman, Randolph County, North Carolina 27317

02215305.10 | June 21, 2019
SCS Engineers, PC
2520 Whitehall Park Drive, Suite 450
Charlotte, NC 28273
704-504-3107

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com
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Table of Contents
Section Page
 INTRODUCTION ................................................................................................................................ 1 1.0
 Background ............................................................................................................................... 3 1.1
 Project Overview ....................................................................................................................... 3 1.2
 Project Parties .......................................................................................................................... 4 1.3
 SITE PREPARATION AND EXCAVATION ............................................................................................ 6 2.0
 STRUCTURAL FILL ............................................................................................................................ 8 3.0
 Structural Fill Laboratory Testing ............................................................................................ 8 3.1
 Structural Fill Construction ...................................................................................................... 9 3.2
 Structural Fill Field Testing ...................................................................................... 10 3.2.1
 Subgrade Certification and Bedrock Separation .................................................... 10 3.2.2
 HIGH DENSITY POLYETHYLENE (HDPE) GEOMEMBRANE LINER ................................................ 11 4.0
 Manufacturer’s Quality Control Testing ............................................................................... 11 4.1
 Quality Assurance Material Testing ...................................................................................... 12 4.2
 HDPE Geomembrane Panel Deployment ............................................................................. 12 4.3
 HDPE Geomembrane Panel Seaming and Non-Destructive Seam Testing ....................... 12 4.4
 Destructive Seam Testing ..................................................................................................... 13 4.5
 Repairs ................................................................................................................................... 13 4.6
 GEOCOMPOSITE............................................................................................................................ 15 5.0
 Manufacturer’s Quality Control Testing ............................................................................... 15 5.1
 Quality Assurance Material Testing ...................................................................................... 16 5.2
 Geocomposite Deployment ................................................................................................... 17 5.3
 GEOSYNTHETIC CLAY LINER (GCL) ............................................................................................... 18 6.0
 Manufacturer’s Quality Control Testing ............................................................................... 18 6.1
 Quality Assurance Material Testing ...................................................................................... 18 6.2
 GCL Placement ...................................................................................................................... 19 6.3
 LEACHATE COLLECTION AND LEAK DETECTION SYSTEM ................................................... 20 7.0
 Leak Detection System Pipe, Riser, Sump, and Pump ....................................................... 20 7.1
 Leachate Collection System Pipe, Riser, Sump, and Pump ................................................ 20 7.2
 Leachate Pipe Camera Inspection ....................................................................................... 21 7.3
 Force Main and Pump Control Panel ................................................................................... 21 7.4
 PROTECTIVE SOIL COVER ......................................................................................................... 22 8.0
 Protective Soil Cover Laboratory Testing ............................................................................. 22 8.1
 Protective Soil Cover Placement .......................................................................................... 22 8.2
 Interface Friction Testing ...................................................................................................... 22 8.3
 LEAK LOCATION TESTING ......................................................................................................... 25 9.0
 Testing Procedure.................................................................................................................. 25 9.1
 Testing Results and Repairs ................................................................................................. 25 9.2

2520 Whitehall Park Dr., Suite 450, Charlotte, NC 28273 | 704-504-3107
Environmental Consultants & Contractors

June 21, 2019
File No. 02215305.10

Mr. Ming-Tai Chao, PE
Division of Waste Management / Solid Waste Section
North Carolina Department of Environmental Quality
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
[e-mail]

Subject: Partial Cell 3A Construction Certification Report
Great Oak Landfill, Permit No. 7607-MSWLF-2015
Randolph County

Dear Mr. Chao:

Please find attached the partial Construction Certification Report for Cell 3A at the Great Oak
Landfill. The partial report includes structural fill testing data and geosynthetics conformance data.

On behalf of Randolph County and Waste Management of Carolinas, Inc., we appreciate your review
of the report and your assistance on this project. If you have any questions, please give me a call at
704-576-4731.

Sincerely,

Steven C. Lamb, PE
Project Director/Vice President
SCS Engineers, PC

Enclosure: Construction Certification Report, Cell 3A

cc: Susan Harrison, WM (letter only)

Cell 3A Construction Certification Report
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Figures
Figure 1. Site Vicinity Plan .................................................................................................................... 2 
Figure 2. Landfill Site Plan ................................................................................................................... 7 

Tables
Table 1. Structural Fill Laboratory Results ......................................................................................... 9 
Table 2. Destruct Seam Tests Frequency ....................................................................................... 13 
Table 3. Protective Soil Cover Results ............................................................................................ 22 
Table 4. Protective Soil Cover Thickness Summary ....................................................................... 23 

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com
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Appendices
A Structural Fill
A-1 Laboratory Results
A-2 Field Density Testing
B Subgrade Certifications
C HDPE Geomembrane (Primary, Secondary, and Tertiary)
C-1 MQC Certifications
C-2 CQA Conformance Testing Results
C-3 Destructive Seam Testing Results
C-4 Geosynthetic Installation Monitoring Reports
C-5 Records and Logs
C-6 HDPE Geomembrane As-Built Record Drawings
D Geocomposite Layer
D-1 MQC Certifications
D-2 CQA Conformance Testing Results
E Geosynthetic Clay Liner
E-1 MQC Certifications
E-2 CQA Conformance Testing Results
F Leachate Management Information
F-1 LCS and LDS Aggregate, and Pump Information
F-2 LCS and LDS Pipe Camera Inspection
F-3 Leachate Force Main Pressure Test
G Protective Soil Cover
G-1 Laboratory Results
H Leak Location Work Plan and Report
H-1 Leak Location Testing Work Plan
H-2 Leak Location Testing Report
I Correspondences
I-1 Project Correspondences
I-2 Preconstruction Meeting Progress Meetings Summary Reports
J As-Built Drawings

M:\PROJECT FILES\02215305.10\Cell 3 CQA\Construction Certification Report\Cell 3A Certification Report.v03.docx

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CERTIFICATION
The professional seal of Steven C. Lamb, P.E., is affixed to this Construction Certification Report to
certify that the construction of Great Oak Landfill Cell 3A and leachate management components
have been completed in substantial accordance with the approved CQA Plan, Technical
Specifications, and Permit Drawings except as noted herein. SCS Engineers, PC and its
subconsultants provided quality assurance testing and monitoring services during the construction
of Cell 3A and the leachate management components.

Steven C. Lamb, PE
Project Director/Vice President
SCS Engineers, PC

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List of Acronyms

ACC Atlantic Coast Consulting, Inc.
ASTM American Standards for Testing Materials
cm/sec centimeters per second
CQA Construction Quality Assurance
FTB Film Tear Bond
GCL Geosynthetic Clay Liner
HDPE High Density Polyethylene
LCS Leachate Collection System
LDS Leak Detection System
MQC Manufacturer Quality Control
MSW Municipal Solid Waste
NCDEQ North Carolina Department of Environmental Quality
NGG New Generation Grading
OMC Optimum Moisture Content
pcf pounds per cubic foot
PE Professional Engineer
QA Quality Assurance
S&ME Soil & Material Engineers
SCS SCS Engineers, PC
Sf square feet
TRI TRI Environmental, Inc.
USCS Unified Soil Classification System
UV Ultraviolet
WM Waste Management of Carolinas, Inc.

Cell 3A Certification Report
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INTRODUCTION 1.0
This Construction Certification Report, prepared by SCS Engineers, PC (SCS) summarizes the
construction of an approximate 8.48-acre cell (Cell 3A) at the Waste Management Great Oak Landfill
(Landfill). The Landfill is located in Randolph County outside of Asheboro, North Carolina, and is
located at 3597 Old Cedar Falls Road (Figure 1). The Landfill is owned by Randolph County and
operated by Waste Management of Carolinas, Inc. (WM). During the project, Cell 3 was divided into
two subcells, designated Cell 3A and Cell 3B.
This report documents the construction of Cell 3A and construction quality assurance (CQA) activities
conducted during the construction of Cell 3A. The Landfill was issued a Permit to Construct on
January 19, 2016. The Landfill operates under Permit No. 7607-MSWLF-2015.
This submittal contains material certifications, laboratory testing, field testing, as-built survey
drawings, and photographs for the Cell 3A Project. Individual sections of this Construction
Certification Report describe the materials and testing/inspection procedures used for:
 Site Preparation and Excavation
 Structural Fill
 60-mil High Density Polyethylene (HDPE) Geomembrane liners (primary, secondary, and
tertiary)
 Geosynthetic Clay Liners (GCL)
 Geocomposite Layers (Leak Detection and Leachate Collection Layers)
 Leachate Management System
 Protective Cover Layer
The necessary monitoring, inspection and testing for the construction of Cell 3A have been
completed. Monitoring, testing and inspections were performed and documented based, in part, on
the following:
 Permit to Construct Application (S&ME February 16, 2015, revised October 21, 2015)
 Permit to Construct (NCDEQ, January 19, 2016)
 Construction Drawings and Project Manual, Great Oak Landfill, Cell 3 (SCS January 9,
2019)
 Revised Construction Drawings, Great Oak Landfill, Cell 3A (SCS May 28, 2019)
 Technical Specifications (S&ME, 2016, Revised SCS 2017)
 Construction Quality Assurance (CQA) Plan (S&ME 2016, revised SCS 2017)
 Correspondences (Appendix I-1)
Ten (10) appendices are included in this report. The appendices include laboratory reports, field
testing data, daily field reports, and as-built drawings.

SITE
SCS ENGINEERS
FIGURE 1 - SITE VICINITY MAP
BASE MAP SOURCES: 7.5-MILE QUAD MAP:
RANDLEMAN, GRAYS CHAPEL, ASHEBORO, RAMSEUR

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BACKGROUND 1.1
The Landfill is located in central Randolph County about 0.5 miles from Asheboro. The Landfill is a
municipal solid waste (MSW) landfill permitted to accept household waste, commercial solid waste,
and industrial waste as defined by 15A NCAC 13B .1602 of the Solid Waste Management Rules. The
Landfill property is approximately 667 acres and approximately 200 acres are proposed for waste
disposal. The Landfill consists of nine (9) phases.
Phase 1, which is approximately 56.1 acres, consists of seven (7) cells. Cell 1, which is divided into
two sub cells designated Cell 1A and Cell 1B, was constructed in late 2016 and early 2017,
respectively. Cell 2A is approximately 10 acres and was constructed in 2018. Cell 3 was divided into
two sub cells designated Cell 3A and Cell 3B. Cell 3A, which is covered in this report, is
approximately 8.48 acres. Cell 3B, approximately 3.12 acres, is scheduled to be constructed in
2020.
PROJECT OVERVIEW 1.2
A pre-construction meeting was conducted January 3, 2019 at the Landfill’s scale house. The pre-
Construction Meeting summary is provided in Appendix I-2. Construction began on January 3, 2019
2019 with the installation of erosion and sediment controls. All work for Cell 3A and the leachate
management system were deemed substantially complete on July 23, 2019.
Cell 3A has a composite liner system. The liner system includes a secondary leak location zone and
a primary liner system on the cell floor. Within the sump area, a tertiary geomembrane liner is
included. The liner system consists of the following (from top to bottom):
 Liner System – Cell Floor
– Two feet of protective cover soil
– Leachate collection system geocomposite drainage layer
– Primary 60-mil textured HDPE geomembrane liner
– Geosynthetic clay liner (GCL)
– Leak detection system (LDS) geocomposite drainage layer
– Secondary 60-mil textured HDPE geomembrane liner
– Subgrade soil or compacted structural fill soil

 Liner System – Sump Area
– Two feet of protective cover soil
– Leachate collection system geocomposite drainage layer
– Tertiary 60-mil textured HDPE geomembrane liner
– Geosynthetic clay liner (GCL)
– Primary 60-mil textured HDPE geomembrane liner
– Leak detection system (LDS) geocomposite drainage layer
– Secondary 60-mil textured HDPE geomembrane liner
– Subgrade soil or compacted structural fill soil

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PROJECT PARTIES 1.3
The parties involved in the construction, permitting, and construction oversight of Cell 3A at the
Great Oak Landfill are summarized below.
Operator 
Primary Contact
Susan Harrison, PE
Waste Management of Carolina, Inc.
1047 Highway Church Road
Elgin, SC 29045
Phone: [phone]
Email: [e-mail]

General Contractor 
Primary Contact
Richard McGuirt
New Generation Grading (NGG)
4719 Ball Ground Highway
Ball Ground, GA 30107
Phone: [phone]
Cell: [phone]
Email: [e-mail]

CQA Consultant 
CQA Officer/Certifying Engineer CQA Manager
Steve Lamb, P.E. Jarrod Timmons
SCS Engineers, PC SCS Engineers, PC
2520 Whitehall Park Drive, Suite 450 Cell: [phone]
Charlotte, NC 28273 Email: [e-mail]
Phone: [phone]
Cell: [phone]
Email: [e-mail]

CQA Soils Technician
ACC, Inc.
Paul Vaillancourt
Cell: [phone]
Email: [e-mail]

Primary CQA Geosynthetic Monitor
ACC, Inc.
Danny Rennicks
Cell: [phone]
Email: [e-mail]                                 

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Design Engineering Firm
Design Manager
Albert Glenn P.E.
SCS Engineers, PC
Phone: [phone]
Email: [e-mail] 

Survey Firm 
Daniel Tanner
Survey Carolina, PLLC
Phone: [phone]
Email: [e-mail] 

Owner ‐ Randolph County 
Paxton Arthurs
Randolph County
Phone: [phone]
Email: [e-mail] 

NCDEQ Contacts 
NCDEQ
Ming-Tai Chao
DEQ-WM-SWS
Phone: [phone]
Email: [e-mail]

Christine Ritter Chuck Kirchner
DEQ-NC-SWS DEQ-WM-SWS
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: [e-mail]

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SITE PREPARATION AND EXCAVATION 2.0
Cell 3A is approximately 8.48 acres (369,400 square feet). Cell 3A is rectangular in shape as
illustrated in Figure 2.
Site preparation for Cell 3A began in early January 2019. Site preparation activities began in the
northern portion of the cell. Site preparation activities consisted of the following:
 Stripping of vegetation and topsoil.
 Excavation of overburden soil materials to meet excavation grades.
 In a small area of the cell, a hydraulic hammer was used to remove bedrock formations
to a depth of at least 4 feet below top of structural fill design elevations.
Following the mass excavation and hammering activities, the cell subgrade surface was surveyed by
Survey Carolina, PLLC. This information was reviewed by SCS to verify that there was at least a 4-ft
separation between exposed bedrock and the top of structural fill design elevations. Following this
review, the cell floor was proof-rolled to verify suitable foundation for the placement of structural fill.

EXISTINGCELL 1AEXISTINGCELL 1BFUTURECELL 3BFUTURECELL 4FUTURECELL 5CELL 7FUTURECELL 6EXISTINGCELL 2CELL 3ASCS ENGINEERSFIGURE 2 - GREAT OAK LANDFILL - SITE PLAN200SCALE IN FEET1000200

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STRUCTURAL FILL 3.0
Section 3 describes the inspection, monitoring and testing activities for subgrade approval and
structural fill placement along with associated testing results.
STRUCTURAL FILL LABORATORY TESTING 3.1
Structural fill (designated as “Type S1” in the Technical Specifications) material was stockpiled on
site during the site preparation and subgrade construction activities. Prior to placement, quality
assurance soil samples were obtained by SCS. Ten bulk samples of structural fill material were
collected (SF-1 through SF-9 and SF-1-18) from on site; SF-1-18 was collected and laboratory tested
during Cell 2 construction in 2018. Nine of the bulk samples were transported to the geotechnical
laboratory at Geotechnics located in Raleigh, North Carolina. One sample (SF-7) was shipped to TRI
Environmental, Inc. (TRI) located in Austin, Texas. The following tests were performed:
 Natural Moisture Content (ASTM D 2216)
 Atterberg Limits (ASTM D 4318)
 Standard Proctor (ASTM D 698)
 Particle Size Analysis (ASTM D 6913)(D422 old version)
The samples collected were classified according to USCS as CL or ML with maximum dry density
(MDD) ranging from 97.5 to 121.3 pounds per cubic foot (pcf). The results of the standard Proctor
test, Atterberg Limits, and natural moisture content tests are summarized in Table 1. The complete
laboratory test results are provided in Appendix A-1.
Testing the placement of structural fill for Cell 3A was performed in accordance with the CQA Plan
and Technical Specifications at a frequency of one test per 10,000 cubic yards (CY). Over the 8.48-
acre cell footprint, the depth of structural fill ranged from 1 to 5 feet, averaging an estimated 2 feet.
Therefore, we estimate approximately 27,400 CY of structural fill was placed and compacted to
construct the subgrade. Based on this volume, a minimum of three (3) bulk structural fill samples
are needed to satisfy the sampling frequencies in the CQA Plan and Technical Specifications. As
stated above, ten (10) bulk soil samples were collected.

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Table 1. Structural Fill Laboratory Results
Sample
No.
Standard Proctor
Natural
Moisture
Content
(%)
Atterberg Limits
Maximum
Dry
Density
(MDD),
pcf
Optimum
Moisture
Content
(OMC)
Liquid
Limit
Plastic
Limit
Plastic
Index
SF-1 118.8 12.0% 14.6 35 22 13
SF-2 113.0 13.9% 20.2 36 25 11
SF-3 112.0 13.5% 18.7 38 24 14
SF-4 112.6 14.2% 15.4 39 24 15
SF-5 112.3 15.6% 17.4 39 24 15
SF-6 97.5 22.3% 23.8 42 31 11
SF-7 121.3 13.3% 15.1 37 25 12
SF-8 99.7 18.9% 24.5 39 26 13
SF-9 98.7 17.3% 25.2 39 28 11
SF-1-18 103.6 18.2% 2.8 35 25 10

STRUCTURAL FILL CONSTRUCTION 3.2
The structural fill layer was constructed by New Generation Grading (NGG) beginning on May 23,
2019 and substantially completed on June 4, 2019. The structural fill layer was constructed in
several lifts ranging from 6-inch to 10-inch thick (loose measure). Placement and compaction of the
structural fill layer was achieved using the following equipment:
 Cat D6N (GPS) Dozer
 Volvo 380 Excavator
 Volvo 250 Excavator
 John Deere 470 Excavator
 Volvo A40G Articulating Truck
 Catepillar 12M2 Motor Grader
 Volvo SD115B Sheepsfoot Compactor
 Volvo SD115B Smooth Drum Compactor

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Structural Fill Field Testing 3.2.1
Structural fill materials within the footprint of Cell 3A were compacted to a density of at least 95
percent of the standard Proctor density (ASTM D 698). The in-place compaction (density) and
moisture content of structural fill material was monitored and tested in accordance with the CQA
Plan in accordance with ASTM D 2922 and D 3017 (Nuclear Gauge). Field density testing was
performed at a minimum frequency of 1 test per 1,500 cubic yards for placement of structural fill in
accordance with the CQA Plan. Testing was performed by SCS’s subcontracted geotechnical testing
firm Atlantic Coast Consulting, Inc. (ACC). A total of 37 density tests (SF-1 to SF-37) were conducted
using a nuclear gage.
Results of the field density testing for the structural fill material are provided in Appendix A-2. Based
on these results, all structural fill materials were placed in accordance with the Technical
Specifications and CQA Plan. It should be noted that some density tests indicated a moisture
content above 3 percent of optimum. These tests however were approved by the CQA Certifying
Engineer.
An as-built survey drawing of the Top of Structural Fill was produced by Survey Carolina, PLLC. This
survey shows that the subgrade and structural fill elevations reached prior to installation of the leak
detection zone (secondary geomembrane liner and geocomposite), and the approximate locations of
soil compaction testing. The as-built drawing is located in Appendix J.
Subgrade Certification and Bedrock Separation 3.2.2
In accordance with the Landfill’s Permit to Construct, No. 7607-MSWLF-2015, Part I, Condition 7, the
subgrade was inspected by a licensed geologist prior to any placement of structural fill. Based on
these inspections and review of survey data, it was concluded that the 4-ft separation from bedrock
was achieved, where bedrock was observed. A report (May 31, 2019) summarizing the subgrade
certifications was prepared and submitted to NCDEQ for Cell 3A. A copy of this report is provided in
Appendix B.

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HIGH DENSITY POLYETHYLENE (HDPE) GEOMEMBRANE 4.0
LINER
SCS and its subcontracted consultant (ACC) provided full-time monitoring and testing for the
installation of the 60-mil HDPE geomembrane liners for the Cell 3A project. As previously stated,
there are three layers of geomembrane liners on this project – secondary, primary, and tertiary. The
60-mil HDPE geomembrane (Super GripNet) was supplied by Agru-America, Inc. and included 104
rolls. Installation of the HDPE geomembrane liner was performed by Environmental Services, Inc.
(ESI).
Cell 3A will include approximately 818,738 square feet of geomembrane liner (primary, secondary,
and tertiary).
MANUFACTURER’S QUALITY CONTROL TESTING 4.1
In accordance with Table 0519.16A in the Technical Specifications, the following manufacturer’s
quality control (MQC) testing was performed on the HDPE geomembrane liner:
 Thickness (ASTM D 5994)
 Asperity Height (ASTM D 7466)
 Density (ASTM D 792)
 Tensile Properties (ASTM D 6693)
 Tear Resistance (ASTM D 1004)
 Puncture Resistance (ASTM D 4833)
 Stress Crack Resistance (ASTM D 5397)
 Carbon Black Content (ASTM D 4218)
 Carbon Black Dispersion (ASTM D 5596)
 Oxidative Induction Time (ASTM D 5885)
 Oven Aging (ASTM D 5721)

The above tests were performed on each roll with the exception of stress crack resistance (which is
one test per lot), and oxidation induction time (OIT) and oven aging (which is discussed below).
The manufacturer provided a certification letter for OIT, oven aging, and UV resistance. The October
31, 2017 certification letter from Chevron Phillips illustrates that the HP-OIT, Oven Aging and UV
aging test results meet the durability requirements of the geomembrane to be used at Great Oak
Landfill using the same resin identified as Marlex K307 Polyethylene. As shown in Appendix C-1, one
of the resin types used is shown as Marlex K307 Polyethylene by Chevron Phillips. Based on Note
12 in Table 1 in the CQA Plan, pages 48-49, the manufacturer may provide certification letter to
show meeting durability requirements when using the same resin type, even when the roll or lot
number tested previously differs from the geomembrane roll list provided for Great Oak
Landfill. Therefore, the information included in Appendix C-1 is acceptable. The project
specification calls for textured geomembrane. However, for the oven aging and UV aging test, there
is no difference in the test result, whether it is smooth or textured portion of geomembrane being
used in the test, so long as the resin type is the same. It is the basis of why TRI certification letter
was accepted.
The MQC test results were reviewed by SCS; and based on our review, the HDPE geomembrane liner
met or exceeded the project requirements. A copy of the MQC certifications and resin testing is
included in Appendix C-1.

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QUALITY ASSURANCE MATERIAL TESTING 4.2
Following review and approval of the HDPE geomembrane liner MQC test results, material samples
were shipped from Agru to Waste Management’s third party geosynthetics testing laboratory, TRI, for
quality assurance (QA) testing.
QA conformance sampling and testing for the HDPE geomembrane liner was conducted in
accordance with the CQA Plan. Testing was conducted at a frequency of one test per 100,000 sf of
liner. Fourteen (14) rolls of HDPE geomembrane liner were sampled and sent to TRI.
The following tests were performed by TRI located in Austin, Texas:
 Thickness (ASTM D 5994)
 Asperity Height (ASTM D 7466)
 Density (ASTM D 1505)
 Tensile Properties (ASTM D 6693)
 Puncture Resistance (ASTM D 4833)
 Carbon Black Content (ASTM D 4218)
 Carbon Black Dispersion (ASTM D 5596)
A copy of the QA conformance testing results from TRI is included in Appendix C-2. These results
indicate the 60-mil HDPE geomembrane meet or exceed the requirements of the project
specifications and CQA Plan.
HDPE GEOMEMBRANE PANEL DEPLOYMENT 4.3
Geomembrane liner deployment began on the northwest slope of Cell 3A. HDPE geomembrane
panels were deployed using a boom and spear mounted on a front end loader; pulling the sheet off
of the roll using an ATV four-wheeler and manpower. The secondary liner geomembrane panels were
deployed directly on top of the structural fill or prepared subgrade. The subgrade was inspected by
CQA personnel and ESI personnel and approved for liner acceptance by ESI prior to deployment.
Certificate of Acceptance of Soil Subgrade forms are provided in Appendix C-4. Each panel was
inspected by CQA personnel during deployment, assigned a sequential panel number and measured
for dimensions.
Deployment of secondary liner HDPE geomembrane panels started May 29, 2019 and were
completed on June 5, 2019. Deployment of primary liner HDPE geomembrane panels started June
4, 2019 and were completed on June 18, 2019. Deployment of tertiary liner HDPE geomembrane
panels started June 28, 2019 was completed on June 30, 2019. The Geomembrane Panel
Deployment Logs and Geosynthetics Installation Monitoring Reports are included in Appendix C-4.
HDPE GEOMEMBRANE PANEL SEAMING AND NON-4.4
DESTRUCTIVE SEAM TESTING
At the beginning of each work day during HDPE geomembrane installation, trial seams were
performed (fusion and/or extrusion) to test the integrity of the welding machine and welding
technician. Following completion of the trial seams, destructive testing specimens were cut from the
trial seams and tested using the Installer’s tensiometer. Specimens were tested for peel adhesion
and for shear strength. In order to accept a trial seam, the failure mode for both peel adhesion and
bonded shear strength must be Film Tear Bond (FTB). Subsequent trial seams were performed

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throughout the day for approximately every 4 hours of seaming or if a new welder or technician was
used. A copy of the Geomembrane Trial Weld Log is included in Appendix C-4.
CQA personnel provided full-time monitoring during seaming of HDPE geomembrane panels. The
majority of field seaming was accomplished using double hot wedge fusion welding equipment and
techniques. Each seam was assigned a sequential number in accordance with the project
specifications. A copy of the Geomembrane Seam Log is included in Appendix C-4. SCS provided full-
time monitoring for non-destructive testing of field seams; air pressure testing for double hot wedge
fusion welds and vacuum box testing for extrusion welds. The Non-Destructive Test Logs
documenting non-destructive seam testing results are provided in Appendix C-4.
The perimeter of the primary liner was extrusion welded to the secondary liner. The perimeter of the
tertiary liner was welded to the primary liner.
DESTRUCTIVE SEAM TESTING 4.5
Destructive testing of the field seams was performed on each panel seam at approximately 500-foot
intervals for each welding machine. Field destructive samples were obtained in accordance with the
specifications at locations selected by the Geosynthetics’ CQA Monitor. Laboratory testing of the
destructive test samples was conducted by Geotechnics. The locations of the destructive samples
were determined by ACC and are shown on the Geomembrane Repair and Destructive Seam
Location Plan in Appendix C-5. Four 1-inch wide specimens were taken from each destructive test
sample (two from each end) in the field and tested using the Installer’s tensiometer for Peel and
Shear Strength, using Film Tear Bond and passing criteria. Table 2 summarizes the destructive
seam testing frequencies and seam lengths.
Table 2. Destruct Seam Tests Frequency
Sample No.
Fusion
Seam
Welding
Length
(feet)
Number of Destruct
Seam Tests for Fusion
Weld
Extrusion
Seam
Welding
Length (feet)
Number of Destruct
Seam Tests for Extrusion
Weld
Required Actual Required Actual
Secondary 24,456 54 55 3,795 8 9
Primary 23,296 47 51 2,876 6 14
Tertiary 3,947 8 10 1,166 3 5

All the destructive test samples passed except for DS-4 (secondary liner), which was only tested in
the field. Two additional destructive tests were conducted, before and after the failed test. These
are designated at DS-4A1 and DS-4B1 and both passed. A copy of the laboratory destructive testing
results is included in Appendix C-3.
REPAIRS 4.6
Repairs were performed during the HDPE geomembrane installation. The majority of the repairs
were performed at panel corner intersections and at destructive testing sample locations.

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Documentation of the repair size, repair type (patch, cap strip) and non-destructive testing results is
included on the Geomembrane Defect Log, Geomembrane Repair Log, and Geomembrane Repair
Vacuum Test Log provided in Appendix C-4. All repairs were monitored and tested in accordance
with the CQA Plan and Technical Specifications.
Record drawings for the secondary liner, primary liner, and tertiary liner showing the locations of
HDPE geomembrane panels, seams, and location of destructive tests are included in Appendix C-5.

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15
GEOCOMPOSITE
SCS CQA monitoring personnel provided full-time monitoring and inspection for the geocomposite
materials and installation. The leak detection geocomposite was manufactured by Agru (8-200-8),
and the leachate collection geocomposite material was manufactured by Skaps Industries TN-350-2-
8. The geocomposite is comprised of an HDPE geonet core in between two layers of 8-ounce
geotextile.
Installation was performed by ESI. Approximately 370,000 sf of leak detection layer geocomposite
and 370,000 sf of leachate collection layer geocomposite was used for Cell 3A.
MANUFACTURER’S QUALITY CONTROL TESTING
In accordance with the Table 0519.26A in the Technical Specifications, the following manufacturer’s
quality control (MQC) tests were performed by the manufacturer:
Geonet
 Thickness (ASTM D 5199)
 Carbon Black Content (ASTM D 4218)
 Density (ASTM D 1505)
Composite
 Ply Adhesion (ASTM D 7005)
 Transmissivity (ASTM D 4716)
Geotextile
 Mass per unit area (ASTM D 5261)
 Grab Strength (ASTM D 4632)
 Puncture resistance (ASTM D 4833)
 AOS (ASTM D 4751)
 UV Resistance (ASTM D 4355)
 Permittivity (ASTM D 4491)
The testing frequency for thickness, carbon black content, density, and ply adhesion is 1 test per
50,000 square feet. The testing frequency for mass per unit area, grab strength, and puncture
strength is 1 test per 100,000 square feet. Testing for transmissivity, AOS, and permittivity is 1 test
per 540,000 square feet.
For the leak detection geocomposite (8-200-8), twelve (12) tests were run for ply adhesion, density,
thickness, and carbon black, and two (2) tests for transmissivity. The MQC test results were
reviewed by SCS and based on our review, the leak detection geocomposite met or exceeded the
project requirements. A copy of the MQC certifications is included in Appendix D-1.
For the leachate collection geocomposite (TN-350-2-8), ten (10) tests were run for ply adhesion,
density, thickness, and carbon black. One (1) transmissivity test was run and five (5) tests were
performed on the geotextile. The MQC test results were reviewed by SCS and based on our review,
the leachate collection geocomposite met or exceeded the project requirements. A copy of the
manufacturer’s quality control (MQC) certifications is included in Appendix D-1.

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QUALITY ASSURANCE MATERIAL TESTING 5.2
Quality assurance (QA) conformance sampling and testing for the geocomposite was performed by
TRI in accordance with the CQA Plan. Testing was generally conducted at a frequency of one sample
per 100,000 sf. The test frequency for transmissivity, permittivity, and AOS was one test per project.
For Cell 3A, six (6) QA samples of Agru 8-200-8 and six (6) QA samples on TN-350-2-8 were obtained
and tested. The following tests were performed:
Geonet
 Thickness (ASTM D 5199)
 Carbon Black Content (ASTM D 4218)
 Density (ASTM D 1505)

Composite
 Ply Adhesion (ASTM D 7005)
 Transmissivity (ASTM D 4716)

Geotextile
 Mass per unit area (ASTM D 5261)
 Grab Strength (ASTM D 4632)
 Puncture resistance (ASTM D 4833)
 AOS (ASTM D 4751)
 Permittivity (ASTM D 4491)

A copy of the QA conformance testing results from TRI is included in Appendix D-2. These results
indicate the geocomposite materials meet or exceed the requirements of the project specifications
and CQA Plan.

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GEOCOMPOSITE DEPLOYMENT 5.3
Rolls of geocomposite were deployed using manpower and an ATV and appropriately overlapped
along the panel sides and ends. The panels of geocomposite were joined using plastic “zip ties” and
then sewn together using a polyester thread in accordance with the CQA Plan.
The first layer of geocomposite, which serves as the leak detection layer, was installed directly on top
of the secondary geomembrane liner. The second layer of geocomposite, which serves as the
leachate collection layer was deployed directly on top of the primary geomembrane liner.

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GEOSYNTHETIC CLAY LINER (GCL) 6.0
SCS CQA monitoring personnel provided full-time monitoring and testing during the installation of the
geosynthetic clay liner (GCL). The GCL was supplied by Solmax-GSE. The Product Type is BLI-075-
06N-06W-D-30 Bentoliner NSL. The GCL is a needle-punched reinforced composite geosynthetic
clay liner comprised of a uniform layer of granular sodium bentonite encapsulated between a
nonwoven and a scrim-nonwoven geotextile. Two hundred and fifty-four (254) rolls of GCL were
purchased for Cell 3A. Installation of the GCL was performed by ESI. Approximately 369,400 square
feet of GCL was used for Cell 3A.
MANUFACTURER’S QUALITY CONTROL TESTING 6.1
In accordance with Table 0519.23 of the Technical Specifications, the following manufacturer’s
quality control (MQC) testing was performed on the GCL product:
 Bentonite Swell Index (ASTM D 5890) – 1 test per 50 tons
 Bentonite Fluid Loss (ASTM D 5891) – 1 test per 50 tons
 Bentonite Mass/Unit Area (ASTM D 5993) – 1 test per 45,000 sf
 Tensile Strength (ASTM D 6768) – 1 test per 225,000 sf
 Peel Strength (ASTM D 6496) – 1 test per 45,000 sf
 Permeability and Flux (ASTM D 5887) – 1 test per 270,000 sf
 Internal Shear Strength (ASTM D 6243) – 1 test per project

Seventeen (17) tests were run for mass/unit area, grab strength, and peel strength; seven (7) for
swell index and fluid loss; three (3) for permeability and flux, and one (1) for internal shear strength.
The MQC test results were reviewed by SCS and based on our review, the GCL met or exceeded the
project requirements. A copy of the MQC certifications is included in Appendix E-1.
QUALITY ASSURANCE MATERIAL TESTING 6.2
Quality assurance (QA) conformance sampling and testing for the GCL was performed by TRI in
accordance with Table 6 in the CQA Plan. Testing was conducted at a frequency of one sample per
100,000 sf. The following tests were performed on six (6) samples of GCL:
 Bentonite Mass/Unit Area (ASTM D 5993)
 Permeability or Index Flux (ASTM D 5887)
 Peel Strength (ASTM D 6496)
A copy of the QA conformance testing results from TRI is included in Appendix E-2. These results
indicate the GCL materials meet or exceed the requirements of the project specifications and CQA
Plan.

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GCL PLACEMENT 6.3
The placement of the GCL rolls began in the northwest portion of the cell. Placement began on June
4, 2019 and was completed on or near June 24, 2019. Panels of GCL were placed on top of the
leak detection geocomposite covered immediately by the primary geomembrane liner. Panels were
overlapped at least 12 inches on the sides and 24 inches on the ends. Powdered bentonite was
spread on the GCL at all overlaps.

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LEACHATE COLLECTION AND LEAK DETECTION SYSTEM 7.0
SCS personnel provided monitoring and inspection during the installation of leachate collection and
leak detection systems. The systems included perforated pipe, cleanouts, sump, riser and pump.
LEAK DETECTION SYSTEM PIPE, RISER, SUMP, AND PUMP 7.1
A leak detection system (LDS) perforated pipe is located along the southern edge of Cell 3A. The
LDS pipe is an 8-inch diameter HDPE SDR-11 perforated pipe located directly on the secondary
geomembrane liner. The perforation size for the LDS pipe is ½-inch diameter. The LDS pipe is
surrounded by No. 5 stone and a 8-ounce non-woven needle punched geotextile. The LDS pipe is
designed to collect and transmit leachate leaks to the LDS sump. Two 8-inch diameter cleanouts are
provided for the LDS pipe.
The No. 5 stone was tested for hydraulic conductivity in accordance with ASTM D-2434 and for
carbonate content in accordance with ASTM D-3042. The hydraulic conductivity was tested at three
gradients and ranged from 43 to 54 cm/sec. The carbonate content was 3.9 percent. Laboratory
results are provided in Appendix F-1.
The LDS sump is located on the southeastern corner of Cell 3A. The LDS sump is filled with No. 5
aggregate. An 18-in diameter HDPE (SDR-17) side slope riser pipe runs from the sump up to the
leachate pump control panel. An electric 1.5 horsepower submersible pump (WSDPT 5-6 EPG
SurePump) is installed inside the side slope riser pipe within the LDS sump. This pump will pump
liquids from within the LDS sump up to the leachate force main.
Information for the pump, geotextile and pipe are provided in Appendix F-1.
LEACHATE COLLECTION SYSTEM PIPE, RISER, SUMP, AND PUMP 7.2
The leachate collection system (LCS) piping consist of three pipes. One is located above the LDS
pipe along the southern edge of Cell 3A. The other two LCS pipes run south to north within the cell
footprint. The LCS pipes are 8-inch diameter HDPE SDR-11 perforated pipe located directly on the
upper geocomposite layer. The perforation size for the LCS pipe is ½-inch diameter. The LCS pipe is
surrounded by No. 5 stone and a 8-ounce non-woven needle punched geotextile. The LCS pipe is
designed to collect and transmit leachate to the LCS sump. The locations of the cleanouts are
illustrated on the as-built drawings (Appendix J).
The No. 5 stone was tested for hydraulic conductivity in accordance with ASTM D-2434 and for
carbonate content in accordance with ASTM D-3042. The hydraulic conductivity was tested at three
gradients and ranged from 43 to 54 cm/sec. The carbonate content was 3.9 percent. Laboratory
results are provided in Appendix F-1.
The LCS sump is located on the southeastern corner of the cell and is approximately 26 ft by 39 ft by
2 ft deep. The LCS sump is filled with No. 5 aggregate. A 24-in diameter HDPE (SDR-17) side slope
riser pipe runs from the sump up to the leachate pump control panel. An electric 1.5 horsepower
submersible pump (WSDPT 9-4 EPG SurePump) is installed inside the side slope riser pipe within the
LCS sump. This pump will pump leachate from sump up to the leachate force main and eventually to
the existing leachate storage tanks.
Information for the pump, geotextile and pipe are provided in Appendix F-1.

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LEACHATE PIPE CAMERA INSPECTION 7.3
In accordance with Permit Condition Part II, 18.g, the leachate collection pipes within Cell 3A must
be cleaned and camera inspected after construction is complete. On July 2 and 3, 2018, JetClean
America was on site to perform high-pressure water-jetting and video inspection. All of the LCS
piping was cleaned. A small portion of LCS pipe was not accessible to the video camera due to cable
resistance. In order to video inspect all the LCS pipe, two additional cleanouts were installed. On
July 18, 2018, JetClean America returned to the site and successfully completed the video survey of
the LCS pipe.
On April 11, 2018, JetClean America was on site to perform high-pressure water-jetting and video
inspection of the LDS pipe. All of the LDS piping was cleaned and video inspected.
Results of the inspection indicate all piping shall function as intended. A copy of the JetClean
America report is provided in Appendix F-2.
FORCE MAIN AND PUMP CONTROL PANEL 7.4
A dual-contained force main starts at the Cell 3A pump control panel and connects to the facility’s
existing force main at the Junction Manhole. The force main containment pipe is a 6-inch diameter
HDPE SDR-17 and the carrier pipe is a 3-inch diameter HDPE SDR-11 pipe. The force main is
approximately 425 feet long. The as-built drawing illustrating the force main is provided in Appendix
J.
The pressure testing procedures previously used during Cell 1 were also followed for Cell 3A force
mains. The pressure testing procedures used deviated from the Technical Specifications, which
specified the test be hydrostatic. The revised testing procedures (pneumatic) were presented by SCS
Engineers to NCDEQ SWS in a November 16, 2016 email. A return email from NCDEQ SWS
approved the pneumatic testing procedures. Both the 6-inch diameter containment pipe and the 3-
inch diameter carrier pipe were tested.
The testing procedures were as follows:
 Pressurize the pipe to 10 psi for 15 minutes.
 Increase the pressure to 20 psi for 45 minutes.
The force mains were tested from June 2 to 6, 2018. There was no pressure drop during any of the
tests. The results of the tests indicate the containment and carrier pipes are free of leaks and
defects. A brand new pressure gage was used during the test. A second new gauge was also used
to verify the accuracy of the tests. A copy of the field reports and photographs are provided in
Appendix F-3. Email correspondence related to the pressure testing protocol is included in Appendix
I-1.
The Pump Control Panel is located at the southeast corner of Cell 3A between the access road and
anchor trench. The plan dimension of the panel is 25 feet by 7 feet. The Pump Control Panel is a
concrete pad with three walls. Both the LDS and LCS piping include an air release valve, check
valve, ball valve, and flowmeter.

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PROTECTIVE SOIL COVER 8.0
PROTECTIVE SOIL COVER LABORATORY TESTING 8.1
Four bulk samples of protective soil cover material were collected (PC-1 through PC-4) from two
onsite stockpiles for laboratory testing prior to protective soil cover placement. Testing results are
provided in Appendix G-1 and summarized below in Table 3.
Table 3. Protective Soil Cover Results
Sample
No. USCS % Finer
3” Sieve
% Finer
#4 Sieve
% Finer
#200
Sieve
PC-1 ML 100 92.1 46.4
PC-2 ML 100 95.7 64.3
PC-3 ML 100 91.0 55.9
PC-4 CL 100 96.3 67.3

PROTECTIVE SOIL COVER PLACEMENT 8.2
SCS Engineers provided full-time monitoring and inspection for the placement of 2-ft thick protective
soil cover above the liner section. The protective soil cover placement by Preston began on May 1,
2018 and was substantially complete on July 10, 2018. The protective soil cover was obtained from
on-site borrow sources. The majority of the protective cover was screened before placement.
Placement of the protective soil cover began in the northwest corner of Cell 3A. SCS CQA personnel
monitored the underlying geosynthetic lining system for possible damage during protective soil cover
installation. Following placement of the operational cover, the surface was surveyed in order to
certify that a minimum of 2 feet had been placed. Table 4 provides a summary of protective soil
cover thickness determination and as shown all points demonstrate a minimum of 2 feet of
protective soil cover was placed. The survey data was provided by Survey Carolina, PLLC.
A copy of the surveyed certification drawing representing the top of protective soil cover contours is
included in Appendix J.
INTERFACE FRICTION TESTING 8.3
Six direct shear (ASTM D5321) tests were conducted with the liner system components (i.e.,
geomembrane, GCL, soils). These results are provided in Appendix G-1.

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Table 4. Protective Soil Cover Thickness Summary
Point No. Northing Easting
Top of
Composite
Elevation
Top of Protective
Soil Cover
Elevation
Thickness
(ft)
1005 726888.9 1777419.7 580.82 582.92 2.10
1023 727398.9 1776975.0 660.48 663.31 2.83
1025 727349.5 1776941.1 659.84 662.10 2.27
1027 727267.8 1776886.5 659.76 662.13 2.37
1035 727355.0 1777067.2 650.03 652.37 2.34
1038 727292.8 1777025.5 644.91 647.23 2.32
1057 727157.2 1777053.1 632.38 634.73 2.35
1061 727238.0 1777111.2 616.19 618.53 2.34
1067 727065.8 1776998.5 613.79 616.04 2.25
1083 726868.3 1776573.7 612.30 615.60 3.29
1084 726843.0 1776557.4 621.96 625.55 3.59
1086 726888.3 1776644.5 599.50 602.59 3.09
1087 726927.0 1776668.9 601.83 604.46 2.63
1096 726957.4 1776809.6 599.96 602.24 2.28
1104 726832.5 1776848.9 596.99 599.28 2.28
1107 726904.2 1776893.3 593.30 595.50 2.20
1109 726988.2 1776947.8 594.92 597.20 2.28
1125 726813.3 1776953.4 593.70 596.30 2.59
1126 726847.3 1776979.0 590.35 592.54 2.19
1132 727005.4 1777076.9 594.09 596.65 2.56
1141 726880.7 1777113.9 588.57 590.69 2.12
1142 726920.9 1777141.2 588.75 590.94 2.18
1163 727127.8 1777277.3 591.20 593.67 2.47
1171 726823.2 1777192.5 585.71 587.82 2.12
1178 727048.6 1777223.8 590.11 592.39 2.28
1181 726908.9 1777252.1 585.25 587.40 2.15
1183 726843.1 1777268.1 583.89 586.13 2.23
1188 726991.3 1777309.1 584.62 586.73 2.11
1200 726795.4 1777120.0 592.71 597.40 4.69
1201 726799.3 1777063.1 593.42 595.80 2.37
1207 726828.8 1776725.9 609.99 612.27 2.28
1212 726852.8 1776442.9 630.10 632.39 2.29
1229 727400.0 1776862.3 669.44 671.82 2.37
1232 727457.2 1776911.0 671.64 674.44 2.80
1239 727000.4 1777155.6 592.17 594.81 2.64
1264 726816.5 1777076.0 588.03 590.62 2.59
1290 726873.4 1776754.7 595.37 597.82 2.45
1297 726923.0 1776533.8 613.32 616.32 3.00
1300 726980.8 1776585.2 628.30 630.62 2.32
1302 727021.8 1777444.8 581.26 583.64 2.38
1303 727067.6 1776655.1 643.54 645.86 2.32
1304 726937.7 1777391.0 581.75 583.98 2.23
1306 726860.5 1777340.1 582.10 584.92 2.82
1308 727139.4 1776710.8 651.44 653.74 2.30
1313 727180.5 1776833.1 657.65 659.92 2.27

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Point No. Northing Easting
Top of
Composite
Elevation
Top of Protective
Soil Cover
Elevation
Thickness
(ft)
1314 727010.1 1777558.1 578.02 581.53 3.51
1315 727226.2 1776763.1 659.26 661.66 2.40
1316 726925.1 1777501.8 578.30 580.68 2.38
1323 726981.3 1777637.7 583.55 588.95 5.40
1325 726930.6 1777583.3 585.26 588.07 2.82
1334 727202.0 1776967.7 650.35 652.69 2.34
1347 727301.9 1777151.1 628.77 631.14 2.37
1361 727246.5 1777235.9 609.28 611.70 2.42
1364 727183.7 1777192.4 602.30 604.64 2.34
1367 727099.6 1777139.0 614.74 617.41 2.67
1374 727096.3 1776779.8 639.50 641.80 2.30
1377 727126.2 1776915.7 634.49 636.97 2.47
1389 727011.7 1776726.4 618.44 620.88 2.44
1391 727042.5 1776859.8 613.94 616.22 2.27
4343 727192.9 1777318.1 596.23 598.63 2.40
4348 727074.6 1777361.5 584.13 586.31 2.18
4351 727138.3 1777402.6 587.58 589.78 2.20
4354 727072.9 1777479.6 581.30 583.84 2.54
4358 726825.5 1777319.1 590.53 593.04 2.50
5334 726976.0 1777558.2 577.20 580.18 2.98

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25
LEAK LOCATION TESTING 9.0
In accordance with NCGS 130Aa-295.6(h)(1), the Great Oak Landfill tested the liner system for leaks
and damage following the placement of the protective soil cover. Prior to testing, a Work Plan was
submitted to NCDEQ. The Work Plan is provided in Appendix H-1.
TESTING PROCEDURE 9.1
The testing procedure followed was used for Cells 2 and 3. BLE based out of Greenville, South
Carolina conducted the leak location testing. Testing was conducted by BLEI on July 21, 22, and 23,
2019.
The primary geomembrane liner was surveyed following the placement of the 24-inch thick
protective soil cover in accordance with ASTM D-7007-16. A survey was conducted on the earthen
materials covering the geomembrane using the dipole survey method. The dipole survey was
conducted by making point by point electrical potential measurements on the wetted cover material.
TESTING RESULTS AND REPAIRS 9.2
A final testing report prepared by BLE is provided in Appendix H-2. As shown in this report, three
potential leaks were identified in the primary geomembrane liner. At each location, the protective
cover was removed by the Contractor to expose the defect in the liner. Once the defect was found,
the repairs were made by ESI personnel following the same procedures for liner repair as specified in
the CQA Plan. Each repair was tested with the vacuum box to establish the repair was leak-free. In
addition, following the repair and placement of protective cover soil, TRI re-tested the area in
accordance with ASTM D-7007-16 and found the area leak free.
Photographs related to the leak testing are provided in Appendix H-2.

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Appendix A
Structural Fill

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Appendix A-1
Laboratory Results

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
DCN: Data Transmittal Letter Date: 1/28/05 Rev.: 1
February 8, 2019
Project No. R-2019-026-001
Mr. Steve Lamb
SCS Engineers
2520 Whitehall Park Dr.
Suite 450
Charlotte, NC 28273
[e-mail]
Transmittal
Laboratory Test Results
Great Oak Landfill
Please find attached the laboratory test results for the above referenced project. The tests were outlined
on the Project Verification Form that was transmitted to your firm prior to the testing. The testing was
performed in general accordance with the methods listed on the enclosed data sheets. The test results are
believed to be representative of the samples that were submitted for testing and are indicative only of the
specimens which were evaluated. We have no direct knowledge of the origin of the samples and imply no
position with regard to the nature of the test results, i.e. pass/fail and no claims as to the suitability of the
material for its intended use.
The test data and all associated project information provided shall be held in strict confidence and disclosed
to other parties only with authorization by our Client. The test data submitted herein is considered integral
with this report and is not to be reproduced except in whole and only with the authorization of the Client
and Geotechnics. The remaining sample materials for this project will be retained for a minimum of 90 days
as directed by the Geotechnics’ Quality Program.
We are pleased to provide these testing services. Should you have any questions or if we may be of further
assistance, please contact our office.
Respectively submitted,
Geotechnics, Inc.
Michael P. Smith
Regional Manager
We understand that you have a choice in your laboratory services
and we thank you for choosing Geotechnics.
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-1
Lab ID: R-2019-026-001-001 Soil Color: Light Brown
SIEVE ANALYSIS HYDROMETER
USCS cobbles gravel sand silt and clay fraction
USDA cobbles gravel sand silt clay
USCS Summary
Sieve Sizes (mm)Percentage
Greater Than #4 Gravel 7.35
#4 To #200 Sand 26.70
Finer Than #200 Silt & Clay 65.95
USCS Symbol:
CL, TESTED
USCS Classification:
SANDY LEAN CLAY
page 1 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
12" 6" 3"3/4" 3/8" #4 #10 #20 #40 #100 #200
0
10
20
30
40
50
60
70
80
90
100
0.010.11101001000Percent Finer By WeightParticle Diameter (mm)

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WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-1
Lab ID:R-2019-026-001-001 Soil Color: Light Brown

Moisture Content of Passing 3/4" Material Moisture Content of Retained 3/4" Material
Tare No.:915 Tare No.:913
Wt. of Tare & Wet Sample (g):1490.19 Weight of Tare & Wet Sample (g):136.57
Wt. of Tare & Dry Sample (g):1329.65 Weight of Tare & Dry Sample (g):135.66
Weight of Tare (g):228.73 Weight of Tare (g):101.94
Weight of Water (g):160.54 Weight of Water (g):0.91
Weight of Dry Soil (g):1100.92 Weight of Dry Soil (g):33.72
Moisture Content (%):14.6 Moisture Content (%):2.7
Wet Weight of -3/4" Sample (g): 23545 Weight of the Dry Sample (g):1100.92
Dry Weight of - 3/4" Sample (g): 20548.5 Weight of Minus #200 Material (g):727.21
Wet Weight of +3/4" Sample (g): 31.92 Weight of Plus #200 Material (g):373.71
Dry Weight of + 3/4" Sample (g): 31.08
Total Dry Weight of Sample (g): 20579.6
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%)(%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 ( * ) 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 31.92 0.15 0.15 99.85 99.85
1/2" 12.5 12.73 1.16 1.16 98.84 98.69
3/8" 9.50 8.91 0.81 1.97 98.03 97.89
#4 4.75 57.73 5.24 7.21 92.79 92.65
#10 2.00 74.14 6.73 13.94 86.06 85.93
#20 0.85 56.72 ( ** ) 5.15 19.10 80.90 80.78
#40 0.425 45.60 4.14 23.24 76.76 76.65
#60 0.250 32.27 2.93 26.17 73.83 73.72
#140 0.106 61.65 5.60 31.77 68.23 68.13
#200 0.075 23.96 2.18 33.95 66.05 65.95
Pan -727.21 66.05 100.00 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Sample
Tested By ZP Date 2/1/19 Checked By GEM Date 2/4/19
page 2 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-17
Client:SCS Engineers Boring No.:NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-1
Lab ID:R-2019-026-001-001 Soil Description: LIGHT BROWN LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 (Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
123M
Tare Number:5M AT 2M U
Wt. of Tare & Wet Sample (g):28.84 26.57 24.82 L
Wt. of Tare & Dry Sample (g):25.47 23.69 22.29 T
Weight of Tare (g):15.57 15.54 15.53 I
Weight of Water (g):3.4 2.9 2.5 P
Weight of Dry Sample (g):9.9 8.2 6.8 O
Was As Received MC Preserved:I
Moisture Content (%):34.0 35.3 37.4 N
Number of Blows:32 25 16 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:Q V Liquid Limit (%): 35
Wt. of Tare & Wet Sample (g): 22.11 22.25
Wt. of Tare & Dry Sample (g): 20.85 20.96 Plastic Limit (%): 22
Weight of Tare (g): 15.09 15.20
Weight of Water (g): 1.3 1.3 Plasticity Index (%): 13
Weight of Dry Sample (g): 5.8 5.8
USCS Symbol: CL
Moisture Content (%): 21.9 22.4 -0.5
Note: The acceptable range of the two Moisture Contents is ± 1.12
Flow Curve Plasticity Chart
Tested By PW Date 1/31/19 Checked By GEM Date 2/4/19
page 1 of 1 DCN: CTS4B, REV. 8, 5/22/18 S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
Yes
915
ASTM D2216-10
14.6
1100.9
160.5
228.73
1329.65
1490.19
Liquid Limit TestAs Received Moisture Content
20
22
24
26
28
30
32
34
36
38
40
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
0 20406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-001 Sample No.: SF-1
Lab ID:R-2019-026-001-001 Test Method STANDARD
Visual Description: Light Brown Sandy Lean Clay
Optimum Water Content (%):12.0
Maximum Dry Density (pcf):118.8
Tested By AMS/RF Date 2/6/19 Checked By GEM Date 2/8/19
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15
95
100
105
110
115
120
125
5 10152025Density (pcf)Water Content (%)
Specific Gravity 2.70
Assumed
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-001 Sample No.: SF-1
Lab ID:R-2019-026-001-001
Visual Description: Light Brown Sandy Lean Clay
Total Weight of the Sample (g): 30050 Test Type:STANDARD
As Received Water Content (%): NA Rammer Weight (lb):5.5
Assumed Specific Gravity:2.70 Rammer Drop (in):12
Rammer Type:MECHANICAL
Percent Retained on 3/4":0 Machine ID: R174
Percent Retained on 3/8": 2 Mold ID:R173
Percent Retained on #4: NA Mold diameter:6"
Oversize Material:Included Weight of the Mold (g):5492
Procedure Used:C Volume of the Mold (cm3):2119
Mold / Specimen
Point No.123 4 5
Weight of Mold & Wet Sample (g): 9456 9870 10044 10029 9950
Weight of Mold (g): 5492 5492 5492 5492 5492
Weight of Wet Sample (g): 3964 4378 4552 4537 4458
Mold Volume (cm3):2119 2119 2119 2119 2119
Moisture Content / Density
Tare Number:398 398 312 304 318
Weight of Tare & Wet Sample (g): 532.20 511.30 563.70 613.30 615.40
Weight of Tare & Dry Sample (g): 505.00 473.36 508.22 542.02 531.23
Weight of Tare (g):84.30 83.80 84.00 110.50 86.30
Weight of Water (g):27.20 37.94 55.48 71.28 84.17
Weight of Dry Sample (g):420.70 389.56 424.22 431.52 444.93
Wet Density (g/cm3):1.87 2.07 2.15 2.14 2.10
Wet Density (pcf): 116.7 128.9 134.0 133.6 131.3
Moisture Content (%): 6.5 9.7 13.1 16.5 18.9
Dry Density (pcf): 109.6 117.5 118.5 114.7 110.4
Zero Air Voids
Moisture Content (%):14.0 18.0 22.0
Dry Unit Weight (pcf):122.3 113.4 105.7
Tested By AMS/RF Date 2/6/19 Checked By GEM Date 2/8/19
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15 S:Excell\Excel Qa\Spreadsheets\Proctor.xls
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SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-2
Lab ID: R-2019-026-001-002 Soil Color: Light Brown
SIEVE ANALYSIS HYDROMETER
USCS cobbles gravel sand silt and clay fraction
USDA cobbles gravel sand silt clay
USCS Summary
Sieve Sizes (mm)Percentage
Greater Than #4 Gravel 0.84
#4 To #200 Sand 16.15
Finer Than #200 Silt & Clay 83.00
USCS Symbol:
ML, TESTED
USCS Classification:
SILT WITH SAND
page 1 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
12" 6" 3"3/4" 3/8" #4 #10 #20 #40 #100 #200
0
10
20
30
40
50
60
70
80
90
100
0.010.11101001000Percent Finer By WeightParticle Diameter (mm)

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-2
Lab ID:R-2019-026-001-002 Soil Color: Light Brown

Moisture Content of Passing 3/4" Material Moisture Content of Retained 3/4" Material
Tare No.:921 Tare No.:NA
Wt. of Tare & Wet Sample (g):1419.91 Weight of Tare & Wet Sample (g):NA
Wt. of Tare & Dry Sample (g):1219.24 Weight of Tare & Dry Sample (g):NA
Weight of Tare (g):223.97 Weight of Tare (g):NA
Weight of Water (g):200.67 Weight of Water (g):NA
Weight of Dry Soil (g):995.27 Weight of Dry Soil (g):NA
Moisture Content (%):20.2 Moisture Content (%):0.0
Wet Weight of -3/4" Sample (g): 23545 Weight of the Dry Sample (g):995.27
Dry Weight of - 3/4" Sample (g): 19594.3 Weight of Minus #200 Material (g):826.09
Wet Weight of +3/4" Sample (g): 0.00 Weight of Plus #200 Material (g):169.18
Dry Weight of + 3/4" Sample (g): 0.00
Total Dry Weight of Sample (g): 19594.3
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%)(%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 ( * ) 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.5 3.02 0.30 0.30 99.70 99.70
3/8" 9.50 0.00 0.00 0.30 99.70 99.70
#4 4.75 5.39 0.54 0.84 99.16 99.16
#10 2.00 13.39 1.35 2.19 97.81 97.81
#20 0.85 37.76 ( ** ) 3.79 5.98 94.02 94.02
#40 0.425 28.19 2.83 8.82 91.18 91.18
#60 0.250 17.38 1.75 10.56 89.44 89.44
#140 0.106 42.29 4.25 14.81 85.19 85.19
#200 0.075 21.76 2.19 17.00 83.00 83.00
Pan -826.09 83.00 100.00 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Sample
Tested By ZP Date 1/31/19 Checked By GEM Date 2/1/19
page 2 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-17
Client:SCS Engineers Boring No.:NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-2
Lab ID:R-2019-026-001-002 Soil Description: LIGHT BROWN SILT
Note: The USCS symbol used with this test refers only to the minus No. 40 (Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
123M
Tare Number:AD BB W2 U
Wt. of Tare & Wet Sample (g): 26.08 26.95 27.64 L
Wt. of Tare & Dry Sample (g):23.27 23.89 24.36 T
Weight of Tare (g):15.33 15.48 15.79 I
Weight of Water (g):2.8 3.1 3.3 P
Weight of Dry Sample (g):7.9 8.4 8.6 O
Was As Received MC Preserved:I
Moisture Content (%):35.4 36.4 38.3 N
Number of Blows:35 25 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:3M H Liquid Limit (%): 36
Wt. of Tare & Wet Sample (g): 21.75 21.39
Wt. of Tare & Dry Sample (g): 20.48 20.13 Plastic Limit (%): 25
Weight of Tare (g): 15.53 15.09
Weight of Water (g): 1.3 1.3 Plasticity Index (%): 11
Weight of Dry Sample (g): 5.0 5.0
USCS Symbol: ML
Moisture Content (%): 25.7 25.0 0.7
Note: The acceptable range of the two Moisture Contents is ± 0.84
Flow Curve Plasticity Chart
Tested By BW Date 1/31/19 Checked By GEM Date 2/1/19
page 1 of 1 DCN: CTS4B, REV. 8, 5/22/18 S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
Yes
921
ASTM D2216-10
20.2
995.3
200.7
223.97
1219.24
1419.91
Liquid Limit TestAs Received Moisture Content
20
22
24
26
28
30
32
34
36
38
40
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
0 20406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-001 Sample No.: SF-2
Lab ID:R-2019-026-001-002 Test Method STANDARD
Visual Description: Light Brown Silt with Sand
Optimum Water Content (%):13.9
Maximum Dry Density (pcf):113.0
Tested By EL Date 2/7/19 Checked By GEM Date 2/8/19
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15
90
95
100
105
110
115
120
5 1015202530Density (pcf)Water Content (%)
Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-001 Sample No.: SF-2
Lab ID:R-2019-026-001-002
Visual Description: Light Brown Silt with Sand
Total Weight of the Sample (g): 31150 Test Type:STANDARD
As Received Water Content (%): NA Rammer Weight (lb):5.5
Assumed Specific Gravity:2.70 Rammer Drop (in):12
Rammer Type:MECHANICAL
Percent Retained on 3/4":0 Machine ID: R174
Percent Retained on 3/8": 0 Mold ID:R552
Percent Retained on #4: 2 Mold diameter:4"
Oversize Material:Included Weight of the Mold (g):4240
Procedure Used:B Volume of the Mold (cm3):942
Mold / Specimen
Point No.123 4 5
Weight of Mold & Wet Sample (g): 6006 6112 6195 6185 6094
Weight of Mold (g): 4240 4240 4240 4240 4240
Weight of Wet Sample (g): 1766 1872 1955 1945 1854
Mold Volume (cm3):942 942 942 942 942
Moisture Content / Density
Tare Number:317 368 307 300 866
Weight of Tare & Wet Sample (g): 552.90 625.10 551.20 706.00 550.10
Weight of Tare & Dry Sample (g): 520.86 575.49 494.26 615.47 466.73
Weight of Tare (g):84.10 111.00 109.80 110.60 86.70
Weight of Water (g):32.04 49.61 56.94 90.53 83.37
Weight of Dry Sample (g):436.76 464.49 384.46 504.87 380.03
Wet Density (g/cm3):1.87 1.99 2.08 2.06 1.97
Wet Density (pcf): 117.0 124.0 129.5 128.8 122.8
Moisture Content (%): 7.3 10.7 14.8 17.9 21.9
Dry Density (pcf): 109.0 112.1 112.8 109.2 100.7
Zero Air Voids
Moisture Content (%):15.5 21.5 27.5
Dry Unit Weight (pcf):118.8 106.6 96.7
Tested By EL Date 2/7/19 Checked By GEM Date 2/8/19
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15 S:Excell\Excel Qa\Spreadsheets\Proctor.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-3
Lab ID: R-2019-026-001-003 Soil Color: Light Brown
SIEVE ANALYSIS HYDROMETER
USCS cobbles gravel sand silt and clay fraction
USDA cobbles gravel sand silt clay
USCS Summary
Sieve Sizes (mm)Percentage
Greater Than #4 Gravel 2.11
#4 To #200 Sand 6.87
Finer Than #200 Silt & Clay 91.01
USCS Symbol:
CL, TESTED
USCS Classification:
LEAN CLAY
page 1 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
12" 6" 3"3/4" 3/8" #4 #10 #20 #40 #100 #200
0
10
20
30
40
50
60
70
80
90
100
0.010.11101001000Percent Finer By WeightParticle Diameter (mm)

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-3
Lab ID:R-2019-026-001-003 Soil Color: Light Brown

Moisture Content of Passing 3/4" Material Moisture Content of Retained 3/4" Material
Tare No.:901 Tare No.:NA
Wt. of Tare & Wet Sample (g):758.28 Weight of Tare & Wet Sample (g):NA
Wt. of Tare & Dry Sample (g):654.44 Weight of Tare & Dry Sample (g):NA
Weight of Tare (g):98.22 Weight of Tare (g):NA
Weight of Water (g):103.84 Weight of Water (g):NA
Weight of Dry Soil (g):556.22 Weight of Dry Soil (g):NA
Moisture Content (%):18.7 Moisture Content (%):0.0
Wet Weight of -3/4" Sample (g): 23545 Weight of the Dry Sample (g):556.22
Dry Weight of - 3/4" Sample (g): 19840.9 Weight of Minus #200 Material (g):506.23
Wet Weight of +3/4" Sample (g): 0.00 Weight of Plus #200 Material (g):49.99
Dry Weight of + 3/4" Sample (g): 0.00
Total Dry Weight of Sample (g): 19840.9
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%)(%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 ( * ) 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.5 5.68 1.02 1.02 98.98 98.98
3/8" 9.50 4.83 0.87 1.89 98.11 98.11
#4 4.75 1.25 0.22 2.11 97.89 97.89
#10 2.00 2.92 0.52 2.64 97.36 97.36
#20 0.85 7.26 ( ** ) 1.31 3.94 96.06 96.06
#40 0.425 6.40 1.15 5.10 94.90 94.90
#60 0.250 4.18 0.75 5.85 94.15 94.15
#140 0.106 11.70 2.10 7.95 92.05 92.05
#200 0.075 5.77 1.04 8.99 91.01 91.01
Pan -506.23 91.01 100.00 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Sample
Tested By ZP Date 1/31/19 Checked By GEM Date 2/5/19
page 2 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-17
Client:SCS Engineers Boring No.:NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-3
Lab ID:R-2019-026-001-003 Soil Description: LIGHT BROWN LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 (Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
123M
Tare Number:X-9 V-2 Z-4 U
Wt. of Tare & Wet Sample (g): 34.25 33.65 32.18 L
Wt. of Tare & Dry Sample (g):29.23 28.61 27.45 T
Weight of Tare (g):15.61 15.59 15.55 I
Weight of Water (g):5.0 5.0 4.7 P
Weight of Dry Sample (g):13.6 13.0 11.9 O
Was As Received MC Preserved:I
Moisture Content (%):36.9 38.7 39.7 N
Number of Blows:35 26 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:A C Liquid Limit (%): 38
Wt. of Tare & Wet Sample (g): 22.30 21.82
Wt. of Tare & Dry Sample (g): 20.90 20.54 Plastic Limit (%): 24
Weight of Tare (g): 15.18 15.17
Weight of Water (g): 1.4 1.3 Plasticity Index (%): 14
Weight of Dry Sample (g): 5.7 5.4
USCS Symbol: CL
Moisture Content (%): 24.5 23.8 0.6
Note: The acceptable range of the two Moisture Contents is ± 1.12
Flow Curve Plasticity Chart
Tested By ZP Date 2/4/19 Checked By GEM Date 2/5/19
page 1 of 1 DCN: CTS4B, REV. 8, 5/22/18 S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
Yes
901
ASTM D2216-10
18.7
556.2
103.8
98.22
654.44
758.28
Liquid Limit TestAs Received Moisture Content
20
25
30
35
40
45
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
0 20406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-001 Sample No.: SF-3
Lab ID:R-2019-026-001-003 Test Method STANDARD
Visual Description: Light Brown Lean Clay
Optimum Water Content (%):13.5
Maximum Dry Density (pcf):112.0
Tested By RF Date 2/3/19 Checked By GEM Date 2/4/19
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15
95
100
105
110
115
5 1015202530Density (pcf)Water Content (%)
Specific Gravity 2.70
Assumed
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-001 Sample No.: SF-3
Lab ID:R-2019-026-001-003
Visual Description: Light Brown Lean Clay
Total Weight of the Sample (g): 26350 Test Type:STANDARD
As Received Water Content (%): NA Rammer Weight (lb):5.5
Assumed Specific Gravity:2.70 Rammer Drop (in):12
Rammer Type:MECHANICAL
Percent Retained on 3/4":0 Machine ID: R174
Percent Retained on 3/8": 0 Mold ID:R552
Percent Retained on #4: 1 Mold diameter:4"
Oversize Material:Included Weight of the Mold (g):4236
Procedure Used:B Volume of the Mold (cm3):942
Mold / Specimen
Point No.123 4 5
Weight of Mold & Wet Sample (g): 6032 6129 6178 6186 6128
Weight of Mold (g): 4236 4236 4236 4236 4236
Weight of Wet Sample (g): 1796 1892 1942 1950 1892
Mold Volume (cm3):942 942 942 942 942
Moisture Content / Density
Tare Number:368 921 920 916 922
Weight of Tare & Wet Sample (g): 435.40 1158.80 1163.00 1172.50 882.30
Weight of Tare & Dry Sample (g): 411.04 1057.78 1037.43 1021.13 762.33
Weight of Tare (g):111.00 223.90 223.30 230.50 223.00
Weight of Water (g):24.36 101.02 125.57 151.37 119.97
Weight of Dry Sample (g):300.04 833.88 814.13 790.63 539.33
Wet Density (g/cm3):1.91 2.01 2.06 2.07 2.01
Wet Density (pcf): 119.0 125.3 128.6 129.1 125.3
Moisture Content (%): 8.1 12.1 15.4 19.1 22.2
Dry Density (pcf): 110.0 111.8 111.4 108.4 102.5
Zero Air Voids
Moisture Content (%):17.5 21.0 24.5
Dry Unit Weight (pcf):114.4 107.5 101.4
Tested By RF Date 2/3/19 Checked By GEM Date 2/4/19
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15 S:Excell\Excel Qa\Spreadsheets\Proctor.xls
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SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-4
Lab ID: R-2019-026-001-004 Soil Color: Light Brown
SIEVE ANALYSIS HYDROMETER
USCS cobbles gravel sand silt and clay fraction
USDA cobbles gravel sand silt clay
USCS Summary
Sieve Sizes (mm)Percentage
Greater Than #4 Gravel 0.42
#4 To #200 Sand 16.82
Finer Than #200 Silt & Clay 82.76
USCS Symbol:
CL, TESTED
USCS Classification:
LEAN CLAY WITH SAND
page 1 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
12" 6" 3"3/4" 3/8" #4 #10 #20 #40 #100 #200
0
10
20
30
40
50
60
70
80
90
100
0.010.11101001000Percent Finer By WeightParticle Diameter (mm)

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-4
Lab ID:R-2019-026-001-004 Soil Color: Light Brown

Moisture Content of Passing 3/4" Material Moisture Content of Retained 3/4" Material
Tare No.:AF-05 Tare No.:NA
Wt. of Tare & Wet Sample (g):815.74 Weight of Tare & Wet Sample (g):NA
Wt. of Tare & Dry Sample (g):719.89 Weight of Tare & Dry Sample (g):NA
Weight of Tare (g):228.47 Weight of Tare (g):NA
Weight of Water (g):95.85 Weight of Water (g):NA
Weight of Dry Soil (g):491.42 Weight of Dry Soil (g):NA
Moisture Content (%):19.5 Moisture Content (%):0.0
Wet Weight of -3/4" Sample (g): 23545 Weight of the Dry Sample (g):491.42
Dry Weight of - 3/4" Sample (g): 19702.2 Weight of Minus #200 Material (g):406.70
Wet Weight of +3/4" Sample (g): 0.00 Weight of Plus #200 Material (g):84.72
Dry Weight of + 3/4" Sample (g): 0.00
Total Dry Weight of Sample (g): 19702.2
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%)(%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 ( * ) 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.5 0.00 0.00 0.00 100.00 100.00
3/8" 9.50 1.57 0.32 0.32 99.68 99.68
#4 4.75 0.51 0.10 0.42 99.58 99.58
#10 2.00 6.40 1.30 1.73 98.27 98.27
#20 0.85 19.09 ( ** ) 3.88 5.61 94.39 94.39
#40 0.425 13.54 2.76 8.37 91.63 91.63
#60 0.250 8.38 1.71 10.07 89.93 89.93
#140 0.106 21.29 4.33 14.40 85.60 85.60
#200 0.075 13.94 2.84 17.24 82.76 82.76
Pan -406.70 82.76 100.00 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Sample
Tested By ZP Date 1/31/19 Checked By GEM Date 2/4/19
page 2 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
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ATTERBERG LIMITS
ASTM D 4318-17
Client:SCS Engineers Boring No.:NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-4
Lab ID:R-2019-026-001-004 Soil Description: LIGHT BROWN LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 (Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
123M
Tare Number:A-B A-C B3 U
Wt. of Tare & Wet Sample (g): 31.60 30.14 30.45 L
Wt. of Tare & Dry Sample (g):27.13 26.02 26.18 T
Weight of Tare (g):15.53 15.54 15.79 I
Weight of Water (g):4.5 4.1 4.3 P
Weight of Dry Sample (g):11.6 10.5 10.4 O
Was As Received MC Preserved:I
Moisture Content (%):38.5 39.3 41.1 N
Number of Blows:35 23 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:R M Liquid Limit (%): 39
Wt. of Tare & Wet Sample (g): 23.64 22.94
Wt. of Tare & Dry Sample (g): 22.01 21.38 Plastic Limit (%): 24
Weight of Tare (g): 15.09 15.06
Weight of Water (g): 1.6 1.6 Plasticity Index (%): 15
Weight of Dry Sample (g): 6.9 6.3
USCS Symbol: CL
Moisture Content (%): 23.6 24.7 -1.1
Note: The acceptable range of the two Moisture Contents is ± 1.12
Flow Curve Plasticity Chart
Tested By ZP Date 1/31/19 Checked By GEM Date 2/1/19
page 1 of 1 DCN: CTS4B, REV. 8, 5/22/18 S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
Yes
AF-05
ASTM D2216-10
15.4
621.7
95.9
98.22
719.89
815.74
Liquid Limit TestAs Received Moisture Content
30
32
34
36
38
40
42
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
0 20406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-001 Sample No.: SF-4
Lab ID:R-2019-026-001-004 Test Method STANDARD
Visual Description: Light Brown Lean Clay with Sand
Optimum Water Content (%):14.2
Maximum Dry Density (pcf):112.6
Tested By RF Date 2/3/19 Checked By GEM Date 2/4/19
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15
95
100
105
110
115
5 1015202530Density (pcf)Water Content (%)
Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-001 Sample No.: SF-4
Lab ID:R-2019-026-001-004
Visual Description: Light Brown Lean Clay with Sand
Total Weight of the Sample (g): 27000 Test Type:STANDARD
As Received Water Content (%): NA Rammer Weight (lb):5.5
Assumed Specific Gravity:2.70 Rammer Drop (in):12
Rammer Type:MECHANICAL
Percent Retained on 3/4":0 Machine ID: R174
Percent Retained on 3/8": 1 Mold ID:R552
Percent Retained on #4: 2 Mold diameter:4"
Oversize Material:Included Weight of the Mold (g):4236
Procedure Used:B Volume of the Mold (cm3):942
Mold / Specimen
Point No.123 4 5
Weight of Mold & Wet Sample (g): 6072 6103 6180 6195 6178
Weight of Mold (g): 4236 4236 4236 4236 4236
Weight of Wet Sample (g): 1836 1867 1944 1958 1942
Mold Volume (cm3):942 942 942 942 942
Moisture Content / Density
Tare Number:307 839 840 836 841
Weight of Tare & Wet Sample (g): 586.20 1193.00 1174.40 1092.40 1059.40
Weight of Tare & Dry Sample (g): 544.39 1100.07 1059.80 966.08 928.68
Weight of Tare (g):109.70 259.10 264.90 261.90 260.70
Weight of Water (g):41.81 92.93 114.60 126.32 130.72
Weight of Dry Sample (g):434.69 840.97 794.90 704.18 667.98
Wet Density (g/cm3):1.95 1.98 2.06 2.08 2.06
Wet Density (pcf): 121.6 123.7 128.8 129.7 128.6
Moisture Content (%): 9.6 11.1 14.4 17.9 19.6
Dry Density (pcf): 110.9 111.4 112.5 110.0 107.6
Zero Air Voids
Moisture Content (%):17.5 20.3 23.0
Dry Unit Weight (pcf):114.4 108.9 103.9
Tested By RF Date 2/3/19 Checked By GEM Date 2/4/19
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15 S:Excell\Excel Qa\Spreadsheets\Proctor.xls
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SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-5
Lab ID: R-2019-026-001-005 Soil Color: Light Brown
SIEVE ANALYSIS HYDROMETER
USCS cobbles gravel sand silt and clay fraction
USDA cobbles gravel sand silt clay
USCS Summary
Sieve Sizes (mm)Percentage
Greater Than #4 Gravel 0.42
#4 To #200 Sand 15.87
Finer Than #200 Silt & Clay 83.71
USCS Symbol:
CL, TESTED
USCS Classification:
LEAN CLAY WITH SAND
page 1 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
12" 6" 3"3/4" 3/8" #4 #10 #20 #40 #100 #200
0
10
20
30
40
50
60
70
80
90
100
0.010.11101001000Percent Finer By WeightParticle Diameter (mm)

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: SF-5
Lab ID:R-2019-026-001-005 Soil Color: Light Brown

Moisture Content of Passing 3/4" Material Moisture Content of Retained 3/4" Material
Tare No.:AF-09 Tare No.:NA
Wt. of Tare & Wet Sample (g):882.85 Weight of Tare & Wet Sample (g):NA
Wt. of Tare & Dry Sample (g):786.06 Weight of Tare & Dry Sample (g):NA
Weight of Tare (g):228.82 Weight of Tare (g):NA
Weight of Water (g):96.79 Weight of Water (g):NA
Weight of Dry Soil (g):557.24 Weight of Dry Soil (g):NA
Moisture Content (%):17.4 Moisture Content (%):0.0
Wet Weight of -3/4" Sample (g): 23545 Weight of the Dry Sample (g):557.24
Dry Weight of - 3/4" Sample (g): 20060.6 Weight of Minus #200 Material (g):466.46
Wet Weight of +3/4" Sample (g): 0.00 Weight of Plus #200 Material (g):90.78
Dry Weight of + 3/4" Sample (g): 0.00
Total Dry Weight of Sample (g): 20060.6
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%)(%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 ( * ) 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.5 0.00 0.00 0.00 100.00 100.00
3/8" 9.50 0.00 0.00 0.00 100.00 100.00
#4 4.75 2.33 0.42 0.42 99.58 99.58
#10 2.00 6.86 1.23 1.65 98.35 98.35
#20 0.85 21.87 ( ** ) 3.92 5.57 94.43 94.43
#40 0.425 15.04 2.70 8.27 91.73 91.73
#60 0.250 8.99 1.61 9.89 90.11 90.11
#140 0.106 22.99 4.13 14.01 85.99 85.99
#200 0.075 12.70 2.28 16.29 83.71 83.71
Pan -466.46 83.71 100.00 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Sample
Tested By ZP Date 1/31/19 Checked By GEM Date 2/4/19
page 2 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-17
Client:SCS Engineers Boring No.:NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-001 Sample No.: 5
Lab ID:R-2019-026-001-005 Soil Description: LIGHT BROWN LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 (Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
123M
Tare Number:K A-K I U
Wt. of Tare & Wet Sample (g): 31.17 29.87 32.78 L
Wt. of Tare & Dry Sample (g):26.82 25.90 27.74 T
Weight of Tare (g):15.19 15.47 15.60 I
Weight of Water (g):4.4 4.0 5.0 P
Weight of Dry Sample (g):11.6 10.4 12.1 O
Was As Received MC Preserved:I
Moisture Content (%):37.4 38.1 41.5 N
Number of Blows:32 24 16 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:O I Liquid Limit (%): 39
Wt. of Tare & Wet Sample (g): 22.97 23.07
Wt. of Tare & Dry Sample (g): 21.49 21.52 Plastic Limit (%): 24
Weight of Tare (g): 15.14 15.16
Weight of Water (g): 1.5 1.6 Plasticity Index (%): 15
Weight of Dry Sample (g): 6.4 6.4
USCS Symbol: CL
Moisture Content (%): 23.3 24.4 -1.1
Note: The acceptable range of the two Moisture Contents is ± 1.12
Flow Curve Plasticity Chart
Tested By ZP Date 1/31/19 Checked By GEM Date 2/1/19
page 1 of 1 DCN: CTS4B, REV. 8, 5/22/18 S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
Yes
AF-09
ASTM D2216-10
17.4
557.2
96.8
228.82
786.06
882.85
Liquid Limit TestAs Received Moisture Content
20
25
30
35
40
45
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
0 20406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-001 Sample No.: SF-5
Lab ID:R-2019-026-001-005 Test Method STANDARD
Visual Description: Light Brown Lean Clay with Sand
Optimum Water Content (%):15.6
Maximum Dry Density (pcf):112.3
Tested By RF Date 2/3/19 Checked By GEM Date 2/4/19
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15
95
100
105
110
115
5 10152025Density (pcf)Water Content (%)
Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-001 Sample No.: SF-5
Lab ID:R-2019-026-001-005
Visual Description: Light Brown Lean Clay with Sand
Total Weight of the Sample (g): 27200 Test Type:STANDARD
As Received Water Content (%): NA Rammer Weight (lb):5.5
Assumed Specific Gravity:2.70 Rammer Drop (in):12
Rammer Type:MECHANICAL
Percent Retained on 3/4":0 Machine ID: R174
Percent Retained on 3/8": 0 Mold ID:R552
Percent Retained on #4: 1 Mold diameter:4"
Oversize Material:Not included Weight of the Mold (g):4236
Procedure Used:A Volume of the Mold (cm3):942
Mold / Specimen
Point No.123 4 5
Weight of Mold & Wet Sample (g): 6076 6129 6201 6170 6133
Weight of Mold (g): 4236 4236 4236 4236 4236
Weight of Wet Sample (g): 1840 1892 1965 1934 1897
Mold Volume (cm3):942 942 942 942 942
Moisture Content / Density
Tare Number:835 842 838 830 837
Weight of Tare & Wet Sample (g): 1229.50 1023.30 1147.30 1122.90 1125.30
Weight of Tare & Dry Sample (g): 1145.75 937.62 1025.02 985.57 969.80
Weight of Tare (g):256.80 256.50 265.70 259.80 261.60
Weight of Water (g):83.75 85.68 122.28 137.33 155.50
Weight of Dry Sample (g):888.95 681.12 759.32 725.77 708.20
Wet Density (g/cm3):1.95 2.01 2.09 2.05 2.01
Wet Density (pcf): 121.9 125.4 130.2 128.1 125.6
Moisture Content (%): 9.4 12.6 16.1 18.9 22.0
Dry Density (pcf): 111.4 111.3 112.1 107.7 103.0
Zero Air Voids
Moisture Content (%):18.0 21.0 24.0
Dry Unit Weight (pcf):113.4 107.5 102.2
Tested By RF Date 2/3/19 Checked By GEM Date 2/4/19
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15 S:Excell\Excel Qa\Spreadsheets\Proctor.xls
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DCN: Data Transmittal Letter Date: 1/28/05 Rev.: 1
April 16, 2019
Project No. R-2019-026-002
Mr. Steve Lamb
SCS Engineers
2520 Whitehall Park Dr.
Suite 450
Charlotte, NC 28273
[e-mail]
Transmittal
Laboratory Test Results
Great Oak Landfill
Please find attached the laboratory test results for the above referenced project. The tests were outlined
on the Project Verification Form that was transmitted to your firm prior to the testing. The testing was
performed in general accordance with the methods listed on the enclosed data sheets. The test results are
believed to be representative of the samples that were submitted for testing and are indicative only of the
specimens which were evaluated. We have no direct knowledge of the origin of the samples and imply no
position with regard to the nature of the test results, i.e. pass/fail and no claims as to the suitability of the
material for its intended use.
The test data and all associated project information provided shall be held in strict confidence and disclosed
to other parties only with authorization by our Client. The test data submitted herein is considered integral
with this report and is not to be reproduced except in whole and only with the authorization of the Client
and Geotechnics. The remaining sample materials for this project will be retained for a minimum of 90 days
as directed by the Geotechnics’ Quality Program.
We are pleased to provide these testing services. Should you have any questions or if we may be of further
assistance, please contact our office.
Respectively submitted,
Geotechnics, Inc.
Michael P. Smith
Regional Manager
We understand that you have a choice in your laboratory services
and we thank you for choosing Geotechnics.
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-002 Sample No.: SF-6
Lab ID: R-2019-026-002-001 Soil Color: ORANGE
SIEVE ANALYSIS HYDROMETER
USCS cobbles gravel sand silt and clay fraction
USDA cobbles gravel sand silt clay
USCS Summary
Sieve Sizes (mm)Percentage
Greater Than #4 Gravel 0.98
#4 To #200 Sand 4.35
Finer Than #200 Silt & Clay 94.67
USCS Symbol:
ML, TESTED
USCS Classification:
SILT
page 1 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
12" 6" 3"3/4" 3/8" #4 #10 #20 #40 #100 #200
0
10
20
30
40
50
60
70
80
90
100
0.010.11101001000Percent Finer By WeightParticle Diameter (mm)

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-002 Sample No.: SF-6
Lab ID:R-2019-026-002-001 Soil Color: ORANGE

Moisture Content of Passing 3/4" Material Moisture Content of Retained 3/4" Material
Tare No.:842 Tare No.:810
Wt. of Tare & Wet Sample (g):1472.77 Weight of Tare & Wet Sample (g):143.96
Wt. of Tare & Dry Sample (g):1238.97 Weight of Tare & Dry Sample (g):143.70
Weight of Tare (g):256.80 Weight of Tare (g):112.00
Weight of Water (g):233.80 Weight of Water (g):0.26
Weight of Dry Soil (g):982.17 Weight of Dry Soil (g):31.70
Moisture Content (%):23.8 Moisture Content (%):0.8
Wet Weight of -3/4" Sample (g): 16618 Weight of the Dry Sample (g):982.17
Dry Weight of - 3/4" Sample (g): 13422.8 Weight of Minus #200 Material (g):931.92
Wet Weight of +3/4" Sample (g): 30.47 Weight of Plus #200 Material (g):50.25
Dry Weight of + 3/4" Sample (g): 30.22
Total Dry Weight of Sample (g): 13453.0
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%)(%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 ( * ) 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 30.47 0.22 0.22 99.78 99.78
3/4" 19.0 0.00 0.00 0.22 99.78 99.78
1/2" 12.5 0.00 0.00 0.00 100.00 99.78
3/8" 9.50 2.91 0.30 0.30 99.70 99.48
#4 4.75 4.51 0.46 0.76 99.24 99.02
#10 2.00 4.36 0.44 1.20 98.80 98.58
#20 0.85 7.38 ( ** ) 0.75 1.95 98.05 97.83
#40 0.425 6.22 0.63 2.58 97.42 97.20
#60 0.250 4.88 0.50 3.08 96.92 96.70
#140 0.106 12.40 1.26 4.34 95.66 95.44
#200 0.075 7.59 0.77 5.12 94.88 94.67
Pan -931.92 94.88 100.00 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Sample
Tested By EL Date 4/4/19 Checked By SFS Date 4/4/19
page 2 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-17
Client:SCS Engineers Boring No.:NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.: R-2019-026-002 Sample No.: SF-6
Lab ID:R-2019-026-002-001 Soil Description: ORANGE SILT
Note: The USCS symbol used with this test refers only to the minus No. 40 (Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
123M
Tare Number:Z-4 B-B KP U
Wt. of Tare & Wet Sample (g): 29.60 31.69 26.45 L
Wt. of Tare & Dry Sample (g):25.78 26.78 22.93 T
Weight of Tare (g):15.61 15.49 15.47 I
Weight of Water (g):3.8 4.9 3.5 P
Weight of Dry Sample (g):10.2 11.3 7.5 O
Was As Received MC Preserved:I
Moisture Content (%):37.6 43.5 47.2 N
Number of Blows:35 25 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:Q 1M Liquid Limit (%): 42
Wt. of Tare & Wet Sample (g): 21.22 21.86
Wt. of Tare & Dry Sample (g): 19.78 20.41 Plastic Limit (%): 31
Weight of Tare (g): 15.10 15.82
Weight of Water (g): 1.4 1.5 Plasticity Index (%): 11
Weight of Dry Sample (g): 4.7 4.6
USCS Symbol: ML
Moisture Content (%): 30.8 31.6 -0.8
Note: The acceptable range of the two Moisture Contents is ± 0.84
Flow Curve Plasticity Chart
Tested By BW Date 4/10/19 Checked By GEM Date 4/11/19
page 1 of 1 DCN: CTS4B, REV. 8, 5/22/18 S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
Yes
842
ASTM D2216-10
23.8
982.2
233.8
256.80
1238.97
1472.77
Liquid Limit TestAs Received Moisture Content
20
25
30
35
40
45
50
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
0 20406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-002 Sample No.: SF-6
Lab ID:R-2019-026-002-001 Test Method STANDARD
Visual Description: Orange Silt
Optimum Water Content (%):22.3
Maximum Dry Density (pcf):97.5
Tested By SFS Date 4/13/19 Checked By GEM Date 4/15/19
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15
85
90
95
100
105
15 20 25 30 35Density (pcf)Water Content (%)
Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SCS Engineers Boring No.: NA
Client Reference: Great Oak LF Depth (ft): NA
Project No.:R-2019-026-002 Sample No.: SF-6
Lab ID:R-2019-026-002-001
Visual Description: Orange Silt
Total Weight of the Sample (g): 16650 Test Type:STANDARD
As Received Water Content (%): NA Rammer Weight (lb):5.5
Assumed Specific Gravity:2.70 Rammer Drop (in):12
Rammer Type:MECHANICAL
Percent Retained on 3/4":0 Machine ID: R606
Percent Retained on 3/8": 0 Mold ID:R173
Percent Retained on #4: NA Mold diameter:6"
Oversize Material:Not included Weight of the Mold (g):5489
Procedure Used:A Volume of the Mold (cm3):2119
Mold / Specimen
Point No.123 4 5
Weight of Mold & Wet Sample (g): 9424 9508 9588 9470 9414
Weight of Mold (g): 5489 5489 5489 5489 5489
Weight of Wet Sample (g): 3935 4019 4099 3981 3925
Mold Volume (cm3):2119 2119 2119 2119 2119
Moisture Content / Density
Tare Number:851 853 854 856 861
Weight of Tare & Wet Sample (g): 612.11 646.70 589.10 470.60 463.70
Weight of Tare & Dry Sample (g): 533.41 556.59 498.20 395.72 386.90
Weight of Tare (g):137.30 136.30 134.60 137.10 139.20
Weight of Water (g):78.70 90.11 90.90 74.88 76.80
Weight of Dry Sample (g):396.11 420.29 363.60 258.62 247.70
Wet Density (g/cm3):1.86 1.90 1.93 1.88 1.85
Wet Density (pcf): 115.9 118.4 120.7 117.2 115.6
Moisture Content (%): 19.9 21.4 25.0 29.0 31.0
Dry Density (pcf): 96.7 97.5 96.6 90.9 88.2
Zero Air Voids
Moisture Content (%):25.0 30.0 35.0
Dry Unit Weight (pcf):100.6 93.1 86.6
Tested By SFS Date 4/13/19 Checked By GEM Date 4/15/19
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15 S:Excell\Excel Qa\Spreadsheets\Proctor.xls
Client:TRI Log #:
Project:
Sample ID:
Quality Review / Date
4/15/2019
Maximum Dry Density
-
pcf
Oversize Particle / "Rock" Correction (ASTM D4718)
Austin Gonzales
Maximum Dry Density pcf - -
Optimum Water Content %
%
Automatic
13.3
Laboratory Compaction Characteristics of Soil Using Standard Effort (ASTM D698)
Waste Management Inc 44999.9
Great Oak Landfill Cell 3
- -
121.2
Standard
A
Oversized Particles %- -
-
Method
SF-7 (Structural Fill)
Rammer Type -
Optimum Water Content
Compaction Effort
110
115
120
125
130
5 10 15 20 25
Dry Density
(pcf)
Moisture Content (%)
2.80
2.75
2.70
Optimum
Specific Gravity Values for
Zero Air Void Curve
Page 1 of 1
Client:TRI Log #:
Project:
Sample ID:
1/2 in.
3/8 in.
38.1
25.4
3/4 in.
- -
- -
- -
- -
- -
100.0
100.0
100.0
5/6/2019
- -
- -
- -
- -
- -
- -
- -- -
0.002
- -
- -
Log-Linear Interpolation
Particle
Size Percent
Passing
mm
0.005
Jeffrey A. Kuhn, Ph.D., P.E.,
- -- -
Lean clay with sand (CL)
1.6 25.8
98.4
92.5
87.2
83.4
80.5
77.4
76.2
9.51
4.76
2.00
0.841
0.420
0.250
0.149
50.8
-mm
Sieve Designation Percent
Passing
mm
Mechanical Sieve
Particle
Size
- -
Percent
Passing
Hydrometer Analysis
3 in.
(ASTM D4318, Method A : Multipoint, Air Dried)
Atterberg Limits
100.0
100.0
100.0
37
25
12
Liquid Limit
Plastic Limit
Plastic Index
USCS Classification (ASTM D2487)
10
- -
(NL = No Liquid Limit, NP = No Plastic Limit)
30 50 60
DX (mm), Log-Linear Interpolation
- -- -
Gravel
Analysis & Quality Review/Date
No. 40
No. 60
No. 100
No. 200
Particle Size, Atterberg Limit, and USCS Analyses for Soils
Waste Management Inc 44999.9
Great Oak Landfill Cell 3
SF-7 (Structural Fill)
19.0
12.7
2 in.
1.5 in.
1 in.
(ASTM D422)(ASTM D422)
No. 4
No. 10
No. 20
0.074
100.0
72.6
15.1
- -
Cu Cc Sand Fines
72.6
Moisture Content (%) (ASTM D2216)
3'' 2'' 1.5'' 1'' 3/4'' 1/2'' 3/8'' #4 #10 #20 #40 #60 #100 #200
0
25
50
75
100
0.001 0.01 0.1 1 10 100 Percent Finer Particle Size (mm)
0
10
20
30
40
50
60
0 10 20 30 40 50 60 70 80 90 100 Plasticity Index (PI) Liquid Limit (LL)
CH or OH
CL or OL
ML or OL CL-ML
MH or OH
"A" Line
"U" Line
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Note: The acceptable range of the two Moisture Contents is ± 
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Tested By EL Date 4/29/19 Checked By GEM Date 
page 1 of 1 '&1&76%5(9S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls



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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
02,6785('(16,7<5(/$7,216+,3
ASTM D698-12
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page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15






 'HQVLW\SFI:DWHU&RQWHQW
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Assumed
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
02,6785('(16,7<5(/$7,216+,3
ASTM D698-12
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page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15 S:Excell\Excel Qa\Spreadsheets\Proctor.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
DCN: Data Transmittal Letter Date: 1/28/05 Rev.: 1
December 28, 2017
Project No. R-2017-896-001
Mr. Orion Holtey
SCS Engineers
2520 Whitehall Park Dr.
Suite 450
Charlotte, NC 28273
[e-mail]
Transmittal
Laboratory Test Results
02215305.0 Great Oaks Landfill Cell 2
Please find attached the laboratory test results for the above referenced project. The tests were outlined
on the Project Verification Form that was transmitted to your firm prior to the testing. The testing was
performed in general accordance with the methods listed on the enclosed data sheets. The test results
are believed to be representative of the samples that were submitted for testing and are indicative only of
the specimens which were evaluated. We have no direct knowledge of the origin of the samples and
imply no position with regard to the nature of the test results, i.e. pass/fail and no claims as to the
suitability of the material for its intended use.
The test data and all associated project information provided shall be held in strict confidence and
disclosed to other parties only with authorization by our Client. The test data submitted herein is
considered integral with this report and is not to be reproduced except in whole and only with the
authorization of the Client and Geotechnics. The remaining sample materials for this project will be
retained for a minimum of 90 days as directed by the Geotechnics’ Quality Program.
We are pleased to provide these testing services. Should you have any questions or if we may be of
further assistance, please contact our office.
Respectively submitted,
Geotechnics, Inc.
Michael P. Smith
Regional Manager
We understand that you have a choice in your laboratory services
and we thank you for choosing Geotechnics.
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ATTERBERG LIMITS
ASTM D 4318-10
Client: SCS Engineers Boring No.:North Borrow
Client Reference: 02215305.05 Great Oaks LF Cell 2 Depth (ft): NA
Project No.: R-2017-896-001 Sample No.: SF-1
Lab ID: R-2017-896-001-001 Soil Description: TAN SILT
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
1 2 3 M
Tare Number:X-9 T3U
Wt. of Tare & Wet Sample (g): 38.31 30.13 35.79 L
Wt. of Tare & Dry Sample (g): 32.72 26.18 30.13 T
Weight of Tare (g): 15.64 15.15 15.40 I
Weight of Water (g): 5.6 4.0 5.7 P
Weight of Dry Sample (g): 17.1 11.0 14.7 O
Was As Received MC Preserved:I
Moisture Content (%): 32.7 35.8 38.4 N
Number of Blows: 35 24 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:Z-4 I Liquid Limit (%): 35
Wt. of Tare & Wet Sample (g): 23.90 24.77
Wt. of Tare & Dry Sample (g): 22.27 22.88 Plastic Limit (%): 25
Weight of Tare (g): 15.61 15.26
Weight of Water (g): 1.6 1.9 Plasticity Index (%): 10
Weight of Dry Sample (g): 6.7 7.6
USCS Symbol: ML
Moisture Content (%): 24.5 24.8 -0.3
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By MY Date 12/21/17 Checked By GEM Date 12/28/17
page 1 of 1 DCN: CTS4B, REV. 5, 9/13/13
S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
228.80
740.79
755.25
Liquid Limit TestAs Received Moisture Content
Yes
NE-05
ASTM D2216-10
2.8
512.0
14.5
20
22
24
26
28
30
32
34
36
38
40
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
020406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: SCS Engineers Boring No.: North Borrow
Client Reference: 02215305.05 Great Oaks LF Cell 2 Depth (ft): NA
Project No.: R-2017-896-001 Sample No.: SF-1
Lab ID: R-2017-896-001-001 Soil Color: TAN
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: ML, TESTED
USCS Classification:SILT WITH SAND
Tested By APG Date 12/20/17 Checked By GEM Date 12/28/17
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Percent Finer By Weight (%)Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: SCS Engineers Boring No.:North Borrow
Client Reference: 02215305.05 Great Oaks LF Cell 2 Depth (ft): NA
Project No.: R-2017-896-001 Sample No.: SF-1
Lab ID: R-2017-896-001-001 Soil Color: TAN
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No. NE-05 Tare No. NA
Wt. of Tare & Wet Sample (g) 755.25 Weight of Tare & Wet Sample (g) NA
Wt. of Tare & Dry Sample (g) 740.79 Weight of Tare & Dry Sample (g) NA
Weight of Tare (g) 228.80 Weight of Tare (g) NA
Weight of Water (g) 14.46 Weight of Water (g) NA
Weight of Dry Sample (g) 511.99 Weight of Dry Sample (g) NA
Moisture Content (%) 2.8 Moisture Content (%) NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g) 511.99
Dry Weight of - 3/4" Sample (g) 94.7 Weight of - #200 Sample (g) 417.30
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g) 94.69
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm) (g) (%) (%) (%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 11.01 2.15 2.15 97.85 97.85
3/8" 9.50 10.46 2.04 4.19 95.81 95.81
#4 4.75 7.49 1.46 5.66 94.34 94.34
#10 2.00 21.43 4.19 9.84 90.16 90.16
#20 0.850 13.95 2.72 12.57 87.43 87.43
#40 0.425 5.77 1.13 13.69 86.31 86.31
#60 0.250 6.34 1.24 14.93 85.07 85.07
#140 0.106 11.86 2.32 17.25 82.75 82.75
#200 0.075 6.38 1.25 18.49 81.51 81.51
Pan - 417.30 81.51 100.00 --
Tested By APG Date 12/20/17 Checked By GEM Date 12/28/17
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D 698-12e2
Client: SCS Engineers Boring No.: North Borrow
Client Reference: 02215305.05 Great Oaks LF Cell 2 Depth (ft): NA
Project No.: R-2017-896-001 Sample No.: SF-1
Lab ID: R-2017-896-001-001 Test Method STANDARD
Visual Description: TAN SILT WITH SAND
Optimum Water Content 18.2
Maximum Dry Density 103.6
Tested By APG Date 12/14/17 Checked By GEM Date 12/15/17
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
85
90
95
100
105
5 101520253035Density (pcf)Water Content (%)
Specific Gravity 2.70
Assumed
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D 698-12e2
Client: SCS Engineers Boring No.: North Borrow
Client Reference: 02215305.05 Great Oaks LF Cell 2 Depth (ft): NA
Project No.: R-2017-896-001 Sample No.: SF-1
Lab ID: R-2017-896-001-001
Visual Description: TAN SILT WITH SAND
Total Weight of the Sample (g) 18000 Test Type STANDARD
As Received Water Content (%) NA Rammer Weight (lb) 5.5
Assumed Specific Gravity 2.70 Rammer Drop (in) 12
Rammer Type MECHANICAL
Percent Retained on 3/4" 0 Machine ID R 174
Percent Retained on 3/8" 1 Mold ID R 552
Percent Retained on #4 2 Mold diameter 4"
Oversize Material Not included Weight of the Mold (g) 4244
Procedure Used B Volume of the Mold (cm3)943
Mold / Specimen
Point No. 1 2 3 4 5
Wt. of Mold & Wet Sample (g) 6005 6087 6115 6066 6012
Wt.of Mold (g) 4244 4244 4244 4244 4244
Wt. of Wet Sample (g) 1761 1843 1871 1822 1768
Mold Volume (cm3)943 943 943 943 943
Moisture Content / Density
Tare Number 819 307 812 806 318
Wt. of Tare & Wet Sample (g) 378.50 463.20 342.90 415.40 434.00
Wt. of Tare & Dry Sample (g) 345.80 409.90 302.30 353.20 358.40
Wt. of Tare (g) 129.00 109.90 105.60 99.50 86.40
Wt. of Water (g) 32.70 53.30 40.60 62.20 75.60
Wt. of Dry Sample (g) 216.80 300.00 196.70 253.70 272.00
Wet Density (g/cm3)1.87 1.95 1.98 1.93 1.87
Wet Density (pcf) 116.5 121.9 123.8 120.5 117.0
Moisture Content (%) 15.1 17.8 20.6 24.5 27.8
Dry Density (pcf) 101.2 103.5 102.6 96.8 91.5
Zero Air Voids
Moisture Content (%)22.5 27.0 32.0
Dry Unit Weight (pcf)104.8 97.4 90.4
Tested By APG Date 12/14/17 Checked By GEM Date 12/15/17
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix A-2
Field Density Testing

Pt. 
Number Northing Easting
Lift
Number 
Wet Density 
(pcf)
Moisture 
(%)
Dry Density 
(pcf)
Proctor 
Curve
MDD
(pcf)
OMC
(%)
Percent 
Compaction
Difference from 
OMC Date
1 727,330 1,777,130 2 129.3 13.5 113.9 SF‐1 118.8 12.0 95.9% 1.5 5/24/2019
2 727,225 1,777,290 2 130.3 14.0 114.3 SF‐1 118.8 12.0 96.2% 2.0 5/24/2019
3 727,200 1,777,340 2 121.6 10.2 110.8 SF‐3 112.0 13.5 98.9%‐3.5 5/28/2019
4 727,300 1,777,300 1 124.9 14.6 109.0 SF‐4 112.6 14.2 96.8% 0.4 4/25/2019
5 727,475 1,777,400 1 125.2 15.2 108.7 SF‐5 112.3 15.6 96.8%‐0.4 4/25/2019
6 727,250 1,777,390 2 119.7 22.4 97.8 SF‐8 99.7 18.9 98.1% 3.5 5/15/2019
7 727,575 1,777,300 2 121.5 28.6 94.5 SF‐6 97.5 22.3 96.9% 7.5 5/15/2019
8 727,525 1,777,250 1 116.2 19.9 96.9 SF‐6 97.5 22.3 99.4%‐2.4 5/17/2019
9 727,610 1,777,410 1 116.9 22.6 95.3 SF‐6 97.5 22.3 97.7% 0.3 5/17/2019
10 727,525 1,777,525 1 120.7 22.1 98.8 SF‐8 99.7 18.9 99.1% 3.2 5/17/2019
11 727,370 1,777,130 1 132.5 18.3 111.5 SF‐5 112.3 15.6 99.3% 2.7 5/17/2019
12 727,390 1,777,140 2 127.7 16.6 109.6 SF‐5 112.3 15.6 97.6% 1.0 5/17/2019
13 727,375 1,777,130 3 128.8 18.8 108.4 SF‐5 112.3 15.6 96.5%3.2 5/21/2019
14 727,425 727,600 2 127.0 17.2 108.3 SF‐5 112.3 15.6 96.4% 1.6 5/21/2019
15 727,425 1,777,290 2 131.3 19.0 110.3 SF‐5 112.3 15.6 98.2% 3.4 5/21/2019
16 727,600 1,777,290 2 123.4 14.4 107.8 SF‐4 112.6 14.2 95.7%‐0.2 5/21/2019
17 727,300 1,777,290 2 129.0 16.3 110.9 SF‐5 112.3 15.6 98.8% 0.7 5/21/2019
18 727,205 1,777,375 2 120.7 19.0 101.4 SF‐1‐18 103.6 18.2 97.9% 0.8 5/22/2019
19 727,150 1,777,475 1 128.1 17.9 108.6 SF‐5 112.3 15.6 96.7% 2.3 5/22/2019
20 727,450 1,777,710 2 130.2 18.6 109.7 SF‐5 112.3 15.6 97.7% 3.0 5/22/2019
21 727,240 1,777,750 1 131.8 17.6 112.0 SF‐5 112.3 15.6 99.7% 2.0 5/22/2019
22 727,151 1,777,781 2 131.0 17.6 111.4 SF‐5 112.3 15.6 99.2% 2.0 5/23/2019
23 727,320 1,777,890 1 131.2 17.4 111.7 SF‐5 112.3 15.6 99.5% 1.8 5/23/2019
24 727,460 1,777,800 2 127.9 17.8 108.5 SF‐5 112.3 15.6 96.6% 2.2 5/23/2019
25 727,590 1,777,635 2 129.5 17.1 110.5 SF‐5 112.3 15.6 98.4% 1.5 5/23/2019
26 727,705 1,777,490 2 125.8 16.4 108.1 SF‐5 112.3 15.6 96.3% 0.8 5/23/2019
27 727,615 1,777,463 1 128.3 16.4 110.5 SF‐5 112.3 15.6 98.4% 0.5 5/24/2019
28 727,625 1,777,460 2 129.9 16.3 111.6 SF‐5 112.3 15.6 99.4% 0.7 5/24/2019
29 727,640 1,777,465 3 130.4 17.3 111.1 SF‐5 112.3 15.6 98.9% 1.0 5/24/2019
30 727,650 1,777,467 4 127.0 16.6 108.3 SF‐5 112.3 15.6 96.4% 1.0 5/24/2019
31 727,665 1,777,475 5 128.8 17.1 110.0 SF‐5 112.3 15.6 98.0% 1.5 5/28/2019
32 727,420 1,777,575 2 126.2 12.3 112.3 SF‐2 113.0 13.9 99.4%‐1.6 5/30/2019
33 727,150 1,777,550 2 128.1 14.3 112.1 SF‐2 113.0 13.9 99.2% 0.4 5/30/2019
34 727,070 1,777,540 2 126.1 11.6 108.5 SF‐3 112.0 13.5 96.9%‐1.4 5/30/2019
35 727,180 1,777,350 2 126.1 11.6 108.5 SF‐3 112.0 13.5 96.9%‐1.9 5/30/2019
36 727,115 1,777,690 1 128.9 17.7 109.5 SF‐5 112.3 15.6 97.5% 2.1 6/3/2019
37 727,110 1,777,685 2 130.2 17.8 110.5 SF‐5 112.3 15.6 98.4% 2.2 6/3/2019
Great Oak Cell 3A 
Strutural Fill Density Test Data
EXISTING
CELL 1B
FUTURE
CELL 4
FUTURE
CELL 7
FUTURE
CELL 6
FUTURE
CELL 3B
EXISTING
CELL 2
SCS ENGINEERS, PC2520 WHITEHALL PARK DRIVE, SUITE 450CHARLOTTE, NORTH CAROLINA 28273PHONE: [phone] FAX: [phone]SOIL DENSITY TEST LOCATIONS01 GREAT OAK LANDFILLWASTE MANAGEMENT OF CAROLINAS, INC.3597 OLD CEDAR FALLS ROADCELL 3A CONSTRUCTIONRANDLEMAN, NORTH CAROLINA 27317

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix B
Subgrade Certifications

Offices Nationwide
Environmental Consultants & Contractors

File No. 02215305.10
May 31, 2019

Ms. Christine Ritter
North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, NC 27699-1601

Re: Report of Subgrade Inspection and Vertical Separation Certification
Phase I, Cell 3A
Great Oak Landfill, Permit No. 7607-MSWLF-2015
Randolph County, North Carolina

Dear Ms. Ritter:

SCS Engineers, PC (SCS), on behalf of Waste Management of Carolinas, Inc., hereby submits this
Report of Subgrade Inspection and Vertical Separation Certification for Cell 3A at the Great Oak
Landfill. The original Cell 3 footprint was approximately 11.6 acres, but due to exposed bedrock
formations along the Cell 3/4 transition, Cell 3 was divided into Cell 3A and 3B. This report covers
Cell 3A; Cell 3B will be constructed at a later date. Cell 3A is an 8.48-acre cell located on the north
side of existing Cell 2. Bedrock was encountered in an approximately 450 square foot area in the
northwest corner of the cell as illustrated on Figure 1. No other bedrock was observed within Cell
3A.

The Design Hydrogeologic Study, Great Oak Landfill – Phase 1, prepared by S&ME, Inc. (February
2015) was reviewed by SCS. This document contains information on the geology and hydrogeology
of the Facility.

Subgrade Inspection
The following is a summary of the geologic field observations performed by Mr. Jared Hamela, a NC
licensed geologist, in accordance with the Landfill’s Permit to Construct, No. 7607-MSWLF-2015, Part I, Condition 7:

• Excavation activities within Cell 3A revealed a small highly resistant isolated tor or
pinnacle of bedrock above the general level of the surrounding area that could not be
removed with conventional construction equipment.
• The Contractor using an excavator equipped with a hydraulic hammer removed the
resistant rock feature. No blasting was performed as part of this cell construction.
Ms. Christine Ritter
May 31, 2019
Page 2
•Remnant pieces of differentially weathered quartz, varying in size from a few inches in
length to up to two feet in length, were visible in areas in which hydraulic hammering was
performed.
•The remaining material observed within areas of Cell 3A included residuum, saprolite,
and partially weathered rock fragments consistent with the Uwharrie Formation of the
Carolina Slate Belt.
•Two localized groundwater seeps were encountered in Cell 3A following excavation
activities. At each location, a small sump about 6 feet deep was excavated to allowwater to collect and then be pumped out. No evidence of a spring or other artesian
conditions were observed. The seep areas were remediated using rock backfill, layers of
GCL, and compacted soil. Additional information about these seeps will be provided in
the Cell 3A Construction Certification Report.
The geology of the area inspected appears to be consistent with the observations and geologic
evaluations documented in the S&ME report cited above. SCS conducted site inspections on
February 13, 2019, March 6, 2019, and April 3, 2019. During each of these inspections, bedrock
was not observed. An additional site inspection was made on May 12, 2019 where the
aforementioned rock pinnacle was observed.
A hydraulic hammer attachment on an excavator was utilized in the area of the observed rock
pinnacle in order to break apart, excavate, and remove the formation to a depth of at least 4 feet
below the design subgrade elevations.
SCS personnel have been on-site full-time and have observed the continued removal of material from Cell 3A. All rock has been removed from the subject area to a depth that meets or exceeds the
4-ft requirement for vertical separation. No rock outcrops jutting above the existing grade
established by the contractor were observed. It is SCS’s opinion that the remaining geologic features
in Cell 3A (that is, the bedrock remaining after hydraulic hammering and excavation of the rock
pinnacle conducted by the contractor) will have no impact on the construction or operation of the
Facility beyond the vertical separation requirements discussed below.
Vertical Separation Certification
Per 15A NCAC 13B.1624(b)(4), for municipal solid waste landfills, the bottom elevation of the base
liner system must have a minimum vertical separation of four (4) feet above bedrock and
groundwater.
Upon completion of breaking and clearing by the contractor, a licensed surveyor surveyed the extent
of bedrock exposed by the removal of the rock pinnacle in Cell 3A. The survey data was used to
develop an exposed bedrock map, attached as Figure 1. This map shows that exposed bedrock was
present in the northwest corner of Cell 3A and no bedrock was encountered in the remaining portion
of Cell 3A. Upon completion of structural fill placement, the same set of points were surveyed to
establish the top of subgrade.
The elevations from the surveying are provided in Table 1. As shown in Table 1, the points of
exposed bedrock within the portion of Cell 3A covered by this report show a minimum vertical
separation of four (4) feet.
FUTURECELL 6EXISTINGCELL 2PROPOSEDCELL 3AFUTURECELL 3BSCS ENGINEERS, PC
2520 WHITEHALL PARK DRIVE, SUITE 450
CHARLOTTE, NORTH CAROLINA 28273
PHONE: [phone] FAX: [phone]
101SUBGRADE/BASE GRADE
POINT IDENTIFICATION PLAN
GREAT OAK LANDFILLWASTE MANAGEMENT OF CAROLINAS, INC.
3597 OLD CEDAR FALLS ROAD CELL 3A CONSTRUCTIONRANDLEMAN, NORTH CAROLINA 27317

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix C
HDPE Geomembrane
(Primary, Secondary, and Tertiary)

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix C-1
MQC Certifications

Waste Management-East SO#: 00002326
Great Oak LF Cell 3
1254 County Land Road
RANDLEMAN, NC 27317
FG-HDMSDS060BBBEG 104 rolls @ 540 814,320 ft².
FC-COMPP-08-200-08 202 rolls @ 200 585,800 ft².
FC-COMPP-08-330-08 313 rolls @ 130 590,005 ft².
roll # width length area Item weight resin lot #
ft. ft. ft².lbs.
GTD0030590001 23 540 12,420 FG-HDMSDS060BBBEG 1 3860 HJM810130
GTD0030590002 23 540 12,420 FG-HDMSDS060BBBEG 2 3844 HJM810130
GTD0030590003 23 540 12,420 FG-HDMSDS060BBBEG 3 3833 HJM810130
GTD0030590004 23 540 12,420 FG-HDMSDS060BBBEG 4 3845 HJM810130
GTD0030590005 23 540 12,420 FG-HDMSDS060BBBEG 5 3845 HJM810130
GTD0030590006 23 540 12,420 FG-HDMSDS060BBBEG 6 3843 HJM810130
GTD0030590007 23 540 12,420 FG-HDMSDS060BBBEG 7 3829 HJM810130
GTD0030590008 23 540 12,420 FG-HDMSDS060BBBEG 8 3840 HJM810130
GTD0030590009 23 540 12,420 FG-HDMSDS060BBBEG 9 3837 HJM810130
GTD0030590010 23 540 12,420 FG-HDMSDS060BBBEG 10 3742 HJM810130
GTD0030590011 23 540 12,420 FG-HDMSDS060BBBEG 11 3836 HJM810130
GTD0030590012 23 540 12,420 FG-HDMSDS060BBBEG 12 3833 HJK810020
GTD0030590013 23 540 12,420 FG-HDMSDS060BBBEG 13 3833 HJK810020
GTD0030590014 23 540 12,420 FG-HDMSDS060BBBEG 14 3840 HJK810020
GTD0030590015 23 540 12,420 FG-HDMSDS060BBBEG 15 3837 HJK810020
GTD0030590016 23 540 12,420 FG-HDMSDS060BBBEG 16 3832 HJK810020
GTD0030590017 23 540 12,420 FG-HDMSDS060BBBEG 17 3842 HJK810020
GTD0030590018 23 540 12,420 FG-HDMSDS060BBBEG 18 3838 HJK810020
GTD0030590019 23 540 12,420 FG-HDMSDS060BBBEG 19 3843 HJK810020
GTD0030590020 23 540 12,420 FG-HDMSDS060BBBEG 20 3826 HJK810020
GTD0030590021 23 540 12,420 FG-HDMSDS060BBBEG 21 3837 HJK810020
GTD0030590022 23 540 12,420 FG-HDMSDS060BBBEG 22 3832 HJK810020
GTD0030590023 23 540 12,420 FG-HDMSDS060BBBEG 23 3837 HJK810020
GTD0030590024 23 540 12,420 FG-HDMSDS060BBBEG 24 3836 HJK810020
298,080
running total
English
WM Great Oak LF Cell 3, Randelman, NC SO 00002326 (104m, 202c, 313c).xlsx Page 1
SO#: Waste Management-EastLiner Type: Great Oak LF Cell 3Item: 1254 County Land RoadCurrent # of Rolls: RANDLEMAN, NC 27317Roll Count: ASTM D3895ASTM D792ASTM D1238ASTM D4218ASTM D5596ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D4833ASTM D1004ASTM D5397ft. ft. ft². mils mils mils mils mils lbs. min g/ccg/10 min.%(# in Cat. 1)ppippippippi%%%%lbs.lbs.lbs.lbs.54 62 58 30 29 3742 177 0.942 0.29 2.4 10 145 145 189 181 19 15 430 546 54 46 126 451 GTD0030590001 23 540 12,420 57 64 61 40 31 3860 HJN810130 184 0.945 0.3 2.5 10 145 158 189 187 20 15 440 572 54 46 131 45 ONGOING 3/7/20192 GTD0030590002 23 540 12,420 56 66 59 33 29 3844 HJN810130 184 0.945 0.3 2.5 10 145 158 189 187 20 15 440 572 54 46 131 45 ONGOING 3/7/20193 GTD0030590003 23 540 12,420 57 66 62 37 32 3833 HJN810130 184 0.945 0.3 2.6 10 145 158 189 187 20 15 440 572 54 46 131 45 ONGOING 3/7/20194 GTD0030590004 23 540 12,420 57 65 61 37 31 3845 HJN810130 184 0.945 0.3 2.6 10 145 158 189 187 20 15 440 572 54 46 131 45 ONGOING 3/7/20195 GTD0030590005 23 540 12,420 58 66 62 34 32 3845 HJN810130 184 0.943 0.3 2.6 10 164 172 203 203 20 15 430 584 56 50 136 48 ONGOING 3/7/20196 GTD0030590006 23 540 12,420 57 65 61 31 31 3843 HJN810130 184 0.943 0.3 2.6 10 164 172 203 203 20 15 430 584 56 50 136 48 ONGOING 3/7/20197 GTD0030590007 23 540 12,420 58 65 60 35 34 3829 HJN810130 184 0.943 0.3 2.4 10 164 172 203 203 20 15 430 584 56 50 136 48 ONGOING 3/7/20198 GTD0030590008 23 540 12,420 55 63 59 36 32 3840 HJN810130 184 0.943 0.3 2.4 10 164 172 203 203 20 15 430 584 56 50 136 48 ONGOING 3/7/20199 GTD0030590009 23 540 12,420 57 66 61 34 33 3837 HJN810130 184 0.945 0.3 2.6 10 148 145 210 192 21 16 456 612 57 57 132 48 ONGOING 3/7/201910 GTD0030590010 23 540 12,420 56 62 59 36 33 3742 HJN810130 184 0.945 0.3 2.6 10 148 145 210 192 21 16 456 612 57 57 132 48 ONGOING 3/7/201911 GTD0030590011 23 540 12,420 58 62 61 30 33 3836 HJN810130 184 0.945 0.3 2.4 10 148 145 210 192 21 16 456 612 57 57 132 48 ONGOING 3/8/201912 GTD0030590012 23 540 12,420 58 62 61 30 33 3833 HJK810020 177 0.945 0.29 2.4 10 148 145 210 192 21 16 456 612 57 57 132 48 ONGOING 3/8/201913 GTD0030590013 23 540 12,420 58 62 60 31 34 3833 HJK810020 177 0.942 0.29 2.7 10 151 160 202 181 19 16 453 546 55 51 131 47 ONGOING 3/8/201914 GTD0030590014 23 540 12,420 58 63 61 30 32 3840 HJK810020 177 0.942 0.29 2.7 10 151 160 202 181 19 16 453 546 55 51 131 47 ONGOING 3/8/201915 GTD0030590015 23 540 12,420 56 66 60 34 33 3837 HJK810020 177 0.942 0.29 2.6 10 151 160 202 181 19 16 453 546 55 51 131 47 ONGOING 3/8/201916 GTD0030590016 23 540 12,420 58 67 61 35 35 3832 HJK810020 177 0.942 0.29 2.6 10 151 160 202 181 19 16 453 546 55 51 131 47 ONGOING 3/8/201917 GTD0030590017 23 540 12,420 58 65 60 34 33 3842 HJK810020 177 0.946 0.29 2.8 10 152 165 194 188 19 15 452 567 55 52 131 48 ONGOING 3/8/201918 GTD0030590018 23 540 12,420 57 62 59 35 34 3838 HJK810020 177 0.946 0.29 2.8 10 152 165 194 188 19 15 452 567 55 52 131 48 ONGOING 3/8/201919 GTD0030590019 23 540 12,420 57 64 60 33 32 3843 HJK810020 177 0.946 0.29 2.6 10 152 165 194 188 19 15 452 567 55 52 131 48 ONGOING 3/8/201920 GTD0030590020 23 540 12,420 58 63 61 31 33 3826 HJK810020 177 0.946 0.29 2.6 10 152 165 194 188 19 15 452 567 55 52 131 48 ONGOING 3/8/201921 GTD0030590021 23 540 12,420 57 65 60 30 35 3837 HJK810020 177 0.946 0.29 2.6 10 151 169 192 194 20 15 450 573 56 51 126 48 ONGOING 3/8/201922 GTD0030590022 23 540 12,420 55 62 58 37 30 3832 HJK810020 177 0.946 0.29 2.6 10 151 169 192 194 20 15 450 573 56 51 126 48 ONGOING 3/8/201923 GTD0030590023 23 540 12,420 57 62 59 35 34 3837 HJK810020 177 0.946 0.29 2.4 10 151 169 192 194 20 15 450 573 56 51 126 48 ONGOING 3/8/201924 GTD0030590024 23 540 12,420 54 63 58 35 31 3836 HJK810020 177 0.946 0.29 2.4 10 151 169 192 194 20 15 450 573 56 51 126 48 ONGOING 3/8/2019Production DateASTM D5994 (Modified) Asperity (Top) Asperity (Bottom) WeightLot #ASTM D7466 Carbon Black Disp. Puncture Resistance NCTL (500hrs.) Elong. @Yield (MD) Elong. @Yield (TD) Elong. @Break (MD) Elong. @Break (TD) Tear Resistance (MD) Smooth EdgeCountRoll #(English) Thickness (English)Ave.Width Carbon Black Content0000232660HD micro1-2424FG-HDMSDS060BBBEGENGLISH MeasurementsASTM D1004Minimum Results (ea. Col.)LengthAreaMin. Max. Tear Resistance (TD) Tensile Str. @Break (MD) Tensile Str. @Break (TD) Tensile Str. @Yield (MD) Tensile Str. @Yield (TD) OIT (Standard) Specific Gravity Melt Flow Index
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HJM810130 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.27 g/10min
HLMI Flow Rate ASTM D1238 22 g/10min
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 28 pelet/gram
Production Date 11/03/2018____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Patricia Royall at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 02/12/2019
Delivery #: 89839722
Page 1 of 1
PO #: 15708
Weight: 193100.000 LB
Ship Date: 02/12/2019
Package: BULK
Mode: Hopper Car
Car #: NAHX610178
Seal No: 143209
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HJK810020 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.27 g/10min
HLMI Flow Rate ASTM D1238 22 g/10min
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 29 pelet/gram
Production Date 10/01/2018____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Patricia Royall at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 02/16/2019
Delivery #: 89842960
Page 1 of 1
PO #: 15708
Weight: 182100.000 LB
Ship Date: 02/16/2019
Package: BULK
Mode: Hopper Car
Car #: CEFX050102
Seal No: 145877
Shipped To:
Certificate of Analysis
NOTICES
Technical Information - By using any Technical Information contained herein, Recipient agrees that said Technical Information is given by CPChem for
convenience only, without any warranty or guarantee of any kind, and is accepted and used at your sole risk. Recipients are encouraged to verify independently
any such information to their reasonable satisfaction. As used in this paragraph, "Technical Information" includes any technical advice, recommendations,
testing, or analysis, including, without limitation, information as it may relate to the selection of a product for a specific use and application.
October 31, 2017
Filename: Agru Oven and QUV Exposure Testing_103117.pdf
Nathan Ivy - Corporate Quality Control/Technical Manager
Agru America, Inc.
800 Rockmead #122
Kingwood, TX 77339
281-358-4741
Dear Mr. Ivy:
Please recall your request for testing of oven-exposed and UV-exposed geomembrane samples
produced primarily from Marlex® 7104 LLDPE and Marlex® K307 HDPE. Agru blended other
components with each of these polyethylenes to produce the geomembrane samples for testing.
Smooth geomembrane samples have been received from Agru and test results are reported below. The
samples were tested for HP-OIT in their as-received condition, and were also tested after oven and UV
exposures of 90 days and 1600 hours of irradiance, respectively, in accordance with GRI-GM13 and
GRI-GM17.
The following geomembrane sheet samples were received from Agru in mid-June 2017 and were reported
to be primarily composed of each of the Chevron Phillips Chemical Company grades in the description
below:
•K307 Lot #HHB620720, Agru Roll #G17D000534, black sheet, smooth, nominal 0.040” thick.
•7104 Lot #CFJ810540, Agru Roll #G15B434055, black sheet, smooth, nominal 0.040” thick.
Exposure and testing conditions, along with the test results are tabulated on the next page. GM-13 and
GM-17 require minimum % HP-OIT retention after a 90-day oven exposure and after a 1600 hour UV
irradiance exposure. These test results indicate these GM-13 and GM-17 minimum % HP-OIT retentions
were exceeded by these Agru-supplied K307 and 7104 sheet samples, respectively.
If you have any questions, please feel free to contact me (contact information given above).
Sincerely,
Vergil Rhodes
Polyethylene Technical Service and Applications Development, Geomembrane
Vergil H. Rhodes, PE, CPlasT - Tech Svc & App Dev Engineer, Geomembranes
Highways 60 & 123, Bartlesville Research and Technology Center, Room 103 PTC
Bartlesville, OK 74003
918-977-4229 [e-mail] Fax: [phone] www.cpchem.com
Page 2
Filename: Agru Oven and QUV Exposure Testing_103117.pdf

NOTICES
Technical Information - By using any Technical Information contained herein, Recipient agrees that said Technical Information is given by CPChem for
convenience only, without any warranty or guarantee of any kind, and is accepted and used at your sole risk. Recipients are encouraged to verify independently
any such information to their reasonable satisfaction. As used in this paragraph, "Technical Information" includes any technical advice, recommendations,
testing, or analysis, including, without limitation, information as it may relate to the selection of a product for a specific use and application.

The following oven aging and UV exposure test methods were conducted in accordance with the GRI-
GM13 (HDPE) and GRI-GM17 (LLDPE) requirements:

Test Name Exposure Conditions Test Method
Oven Aging 90 days in an oven at 85 °C ASTM D5721
UV
Exposure
1600 UV irradiance hours. Cycle: 20 hours UVA-340 at 75 °C
followed by 4 hours dark with condensation at 60 °C. Irradiance was
0.78 W/m2 at wavelength 340 nm.
Note: This implies a total UV chamber residence time of 1920 hours, e.g., 1600 hours
of irradiance and 320 hours of dark/condensation.
ASTM D7238
HP-OIT 150 °C in an oxygen atmosphere at 500 psi ASTM D5885

Oven Aging Results:
Sample Initial
HP-OIT
(min)
HP-OIT after
90 days of oven
aging.
(min)
% HP-OIT
Retained after
90 days of oven
aging.
GRI-GM13 and GRI-GM17
minimum % HP-OIT
retained after 90 days of
oven aging.
K307 Lot #HHB620720,
Agru Roll #G17D000534,
black sheet, smooth,
nominal 0.040” thick
1264 1123 89 GRI-GM13: 80 minimum
7104 Lot #CFJ810540,
Agru Roll #G15B434055,
black sheet, smooth,
nominal 0.040” thick
550 508 92 GRI-GM17: 60 minimum

UV Aging Results:
Sample Initial
HP-OIT
(min)
HP-OIT after
1600 hrs of UV
exposure.
(min)
% HP-OIT
Retained after
1600 hrs of UV
exposure.
GRI-GM13 and GRI-GM17
minimum % HP-OIT
retained after 1600 hrs of
UV exposure.
K307 Lot #HHB620720,
Agru Roll #G17D000534,
black sheet, smooth,
nominal 0.040” thick
1264 1024 81 GRI-GM13: 50 minimum
7104 Lot #CFJ810540,
Agru Roll #G15B434055,
black sheet, smooth,
nominal 0.040” thick
550 470 85 GRI-GM17: 35 minimum
Note: 1600 hours of UV exposure in accordance with ASTM D7238 implies a total UV chamber
residence time of 1920 hours, e.g., 1600 hours of irradiance and 320 hours of darkness with condensation.

Waste Management-East SO#: 00002326
Great Oak LF Cell 3
1254 County Land Road
RANDLEMAN, NC 27317
FG-HDMSDS060BBBEG 104 rolls @ 540 814,320 ft².
FC-COMPP-08-200-08 202 rolls @ 200 585,800 ft².
FC-COMPP-08-330-08 313 rolls @ 130 590,005 ft².
roll # width length area Item weight resin lot #
ft. ft. ft².lbs.
English
GTD0030610001 23 540 12,420 FG-HDMSDS060BBBEG 25 3843 HJK810410
GTD0030610002 23 540 12,420 FG-HDMSDS060BBBEG 26 3847 HJK810410
GTD0030610003 23 540 12,420 FG-HDMSDS060BBBEG 27 3846 HJK810410
GTD0030610004 23 540 12,420 FG-HDMSDS060BBBEG 28 3847 HJK810410
GTD0030610005 23 540 12,420 FG-HDMSDS060BBBEG 29 3845 HJK810410
GTD0030610006 23 540 12,420 FG-HDMSDS060BBBEG 30 3847 HJK810410
GTD0030610007 23 540 12,420 FG-HDMSDS060BBBEG 31 3853 HJK810410
GTD0030610008 23 540 12,420 FG-HDMSDS060BBBEG 32 3850 HJK810410
GTD0030610009 23 540 12,420 FG-HDMSDS060BBBEG 33 3850 HJK810410
GTD0030610010 23 540 12,420 FG-HDMSDS060BBBEG 34 3853 HJK810410
GTD0030610011 23 540 12,420 FG-HDMSDS060BBBEG 35 3852 HJK810410
GTD0030610012 23 540 12,420 FG-HDMSDS060BBBEG 36 3853 HJK810410
GTD0030610013 23 540 12,420 FG-HDMSDS060BBBEG 37 3859 HJK810410
GTD0030610014 23 540 12,420 FG-HDMSDS060BBBEG 38 3853 HJK810410
GTD0030610015 23 540 12,420 FG-HDMSDS060BBBEG 39 3844 HJK810410
GTD0030610016 23 540 12,420 FG-HDMSDS060BBBEG 40 3850 HJK810410
GTD0030610017 23 540 12,420 FG-HDMSDS060BBBEG 41 3851 HJN810620
GTD0030610018 23 540 12,420 FG-HDMSDS060BBBEG 42 3839 HJN810620
GTD0030610019 23 540 12,420 FG-HDMSDS060BBBEG 43 3840 HJN810620
GTD0030610020 23 540 12,420 FG-HDMSDS060BBBEG 44 3849 HJN810620
GTD0030610021 23 540 12,420 FG-HDMSDS060BBBEG 45 3846 HJN810620
GTD0030610022 23 540 12,420 FG-HDMSDS060BBBEG 46 3852 HJN810620
GTD0030610023 23 540 12,420 FG-HDMSDS060BBBEG 47 3854 HJN810620
GTD0030610024 23 540 12,420 FG-HDMSDS060BBBEG 48 3860 HJN810620
GTD0030600001 23 540 12,420 FG-HDMSDS060BBBEG 49 3848 HJN810620
GTD0030600002 23 540 12,420 FG-HDMSDS060BBBEG 50 3844 HJN810620
GTD0030600003 23 540 12,420 FG-HDMSDS060BBBEG 51 3837 HJN810620
GTD0030600004 23 540 12,420 FG-HDMSDS060BBBEG 52 3840 HJN810620
GTD0030600005 23 540 12,420 FG-HDMSDS060BBBEG 53 3839 HJN810620
GTD0030600006 23 540 12,420 FG-HDMSDS060BBBEG 54 3839 HJN810620
GTD0030600007 23 540 12,420 FG-HDMSDS060BBBEG 55 3834 HJN810620
GTD0030600008 23 540 12,420 FG-HDMSDS060BBBEG 56 3845 HJN810620
GTD0030600009 23 540 12,420 FG-HDMSDS060BBBEG 57 3843 HJN810620
GTD0030600010 23 540 12,420 FG-HDMSDS060BBBEG 58 3847 HJN810620
GTD0030600011 23 540 12,420 FG-HDMSDS060BBBEG 59 3847 HJN810620
732,780
running total
WM Great Oak LF Cell 3, Randelman, NC SO 00002326 (104m, 202c, 313c).xlsx Page 1
SO#: Waste Management-EastLiner Type: Great Oak LF Cell 3Item: 1254 County Land RoadCurrent # of Rolls: RANDLEMAN, NC 27317Roll Count: ASTM D3895ASTM D792ASTM D1238ASTM D4218ASTM D5596ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D4833ASTM D1004ASTM D5397ft. ft. ft². mils mils mils mils mils lbs. min g/ccg/10 min.%(# in Cat. 1)ppippippippi%%%%lbs.lbs.lbs.lbs.54 62 59 29 30 3834 186 0.941 0.26 2.4 10 145 156 187 183 16 14 418 544 52 46 121 4625 GTD0030610001 23 540 12,420 57 63 60 34 32 3843 HJK810410 186 0.945 0.35 2.5 10 154 165 200 187 20 15 469 559 54 48 128 48 ONGOING 3/11/201926 GTD0030610002 23 540 12,420 58 65 61 33 32 3847 HJK810410 186 0.945 0.35 2.5 10 154 165 200 187 20 15 469 559 54 48 128 48 ONGOING 3/11/201927 GTD0030610003 23 540 12,420 56 64 61 35 32 3846 HJK810410 186 0.945 0.35 2.6 10 154 165 200 187 20 15 469 559 54 48 128 48 ONGOING 3/11/201928 GTD0030610004 23 540 12,420 57 67 61 33 32 3847 HJK810410 186 0.945 0.35 2.6 10 154 165 200 187 20 15 469 559 54 48 128 48 ONGOING 3/11/201929 GTD0030610005 23 540 12,420 58 65 61 34 30 3845 HJK810410 186 0.944 0.35 2.4 10 145 156 190 188 21 15 455 573 52 46 127 47 ONGOING 3/11/201930 GTD0030610006 23 540 12,420 56 64 61 33 32 3847 HJK810410 186 0.944 0.35 2.4 10 145 156 190 188 21 15 455 573 52 46 127 47 ONGOING 3/12/201931 GTD0030610007 23 540 12,420 54 65 59 36 30 3853 HJK810410 186 0.944 0.35 2.5 10 145 156 190 188 21 15 455 573 52 46 127 47 ONGOING 3/12/201932 GTD0030610008 23 540 12,420 56 64 60 33 32 3850 HJK810410 186 0.944 0.35 2.5 10 145 156 190 188 21 15 455 573 52 46 127 47 ONGOING 3/12/201933 GTD0030610009 23 540 12,420 57 66 60 34 31 3850 HJK810410 186 0.945 0.35 2.5 10 146 161 208 187 16 14 450 578 56 52 134 47 ONGOING 3/12/201934 GTD0030610010 23 540 12,420 56 63 60 35 30 3853 HJK810410 186 0.945 0.35 2.5 10 146 161 208 187 16 14 450 578 56 52 134 47 ONGOING 3/12/201935 GTD0030610011 23 540 12,420 56 64 60 34 36 3852 HJK810410 186 0.945 0.35 2.5 10 146 161 208 187 16 14 450 578 56 52 134 47 ONGOING 3/12/201936 GTD0030610012 23 540 12,420 58 62 60 29 33 3853 HJK810410 186 0.945 0.35 2.5 10 146 161 208 187 16 14 450 578 56 52 134 47 ONGOING 3/12/201937 GTD0030610013 23 540 12,420 58 63 61 30 32 3859 HJK810410 186 0.944 0.35 2.5 10 148 163 207 190 17 15 469 598 54 50 128 49 ONGOING 3/12/201938 GTD0030610014 23 540 12,420 58 63 60 31 34 3853 HJK810410 186 0.944 0.35 2.5 10 148 163 207 190 17 15 469 598 54 50 128 49 ONGOING 3/12/201939 GTD0030610015 23 540 12,420 58 62 60 30 33 3844 HJK810410 186 0.944 0.35 2.5 10 148 163 207 190 17 15 469 598 54 50 128 49 ONGOING 3/12/201940 GTD0030610016 23 540 12,420 56 64 61 33 35 3850 HJK810410 186 0.944 0.35 2.5 10 148 163 207 190 17 15 469 598 54 50 128 49 ONGOING 3/12/201941 GTD0030610017 23 540 12,420 58 62 60 29 33 3851 HJN810620 191 0.944 0.26 2.6 10 152 165 188 203 20 15 418 598 55 50 128 46 ONGOING 3/12/201942 GTD0030610018 23 540 12,420 56 65 60 36 33 3839 HJN810620 191 0.944 0.26 2.6 10 152 165 188 203 20 15 418 598 55 50 128 46 ONGOING 3/12/201943 GTD0030610019 23 540 12,420 56 65 61 35 33 3840 HJN810620 191 0.944 0.26 2.5 10 152 165 188 203 20 15 418 598 55 50 128 46 ONGOING 3/13/201944 GTD0030610020 23 540 12,420 57 65 61 36 33 3849 HJN810620 191 0.944 0.26 2.5 10 152 165 188 203 20 15 418 598 55 50 128 46 ONGOING 3/13/201945 GTD0030610021 23 540 12,420 57 62 60 36 32 3846 HJN810620 191 0.942 0.26 2.5 10 149 164 188 183 19 15 429 544 56 52 125 47 ONGOING 3/13/201946 GTD0030610022 23 540 12,420 56 65 60 36 33 3852 HJN810620 191 0.942 0.26 2.5 10 149 164 188 183 19 15 429 544 56 52 125 47 ONGOING 3/13/201947 GTD0030610023 23 540 12,420 57 63 59 35 33 3854 HJN810620 191 0.942 0.26 2.5 10 149 164 188 183 19 15 429 544 56 52 125 47 ONGOING 3/13/201948 GTD0030610024 23 540 12,420 56 65 61 36 32 3860 HJN810620 191 0.942 0.26 2.5 10 149 164 188 183 19 15 429 544 56 52 125 47 ONGOING 3/13/201949 GTD0030600001 23 540 12,420 54 66 60 36 35 3848 HJN810620 191 0.943 0.26 2.4 10 147 161 187 191 20 15 451 586 52 49 132 46 ONGOING 3/13/201950 GTD0030600002 23 540 12,420 56 64 59 36 37 3844 HJN810620 191 0.943 0.26 2.4 10 147 161 187 191 20 15 451 586 52 49 132 46 ONGOING 3/13/201951 GTD0030600003 23 540 12,420 59 62 60 30 32 3837 HJN810620 191 0.943 0.26 2.6 10 147 161 187 191 20 15 451 586 52 49 132 46 ONGOING 3/13/201952 GTD0030600004 23 540 12,420 58 63 60 31 34 3840 HJN810620 191 0.943 0.26 2.6 10 147 161 187 191 20 15 451 586 52 49 132 46 ONGOING 3/13/201953 GTD0030600005 23 540 12,420 58 64 61 30 33 3839 HJN810620 191 0.941 0.26 2.5 10 145 161 195 197 20 16 442 608 54 49 132 47 ONGOING 3/13/201954 GTD0030600006 23 540 12,420 56 64 59 36 37 3839 HJN810620 191 0.941 0.26 2.5 10 145 161 195 197 20 16 442 608 54 49 132 47 ONGOING 3/13/201955 GTD0030600007 23 540 12,420 56 65 61 37 32 3834 HJN810620 191 0.941 0.26 2.5 10 145 161 195 197 20 16 442 608 54 49 132 47 ONGOING 3/13/201956 GTD0030600008 23 540 12,420 58 63 60 38 34 3845 HJN810620 191 0.941 0.26 2.5 10 145 161 195 197 20 16 442 608 54 49 132 47 ONGOING 3/13/201957 GTD0030600009 23 540 12,420 57 66 60 38 33 3843 HJN810620 191 0.943 0.26 2.5 10 234 247 277 278 22 17 444 593 74 67 121 67 ONGOING 3/13/201958 GTD0030600010 23 540 12,420 56 64 59 37 36 3847 HJN810620 191 0.943 0.26 2.5 10 234 247 277 278 22 17 444 593 74 67 121 67 ONGOING 3/14/201959 GTD0030600011 23 540 12,420 56 65 61 38 37 3847 HJN810620 191 0.943 0.26 2.6 10 234 247 277 278 22 17 444 593 74 67 121 67 ONGOING 3/14/2019Production DateASTM D5994 (Modified) Asperity (Top) Asperity (Bottom) WeightLot #ASTM D7466 Carbon Black Disp. Puncture Resistance NCTL (500hrs.) Elong. @Yield (MD) Elong. @Yield (TD) Elong. @Break (MD) Elong. @Break (TD) Tear Resistance (MD) Smooth EdgeCountRoll #(English) Thickness (English)Ave.Width Carbon Black Content0000232660HD micro25-5935FG-HDMSDS060BBBEGENGLISH MeasurementsASTM D1004Minimum Results (ea. Col.)LengthAreaMin. Max. Tear Resistance (TD) Tensile Str. @Break (MD) Tensile Str. @Break (TD) Tensile Str. @Yield (MD) Tensile Str. @Yield (TD) OIT (Standard) Specific Gravity Melt Flow Index
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HJK810410 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.31 g/10min
HLMI Flow Rate ASTM D1238 25 g/10min
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 29 pelet/gram
Production Date 10/07/2018____________________________________________________________________________
HLMI WAIVED BY E. CORNEJO
The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Patricia Royall at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 12/29/2018
Delivery #: 89811744
Page 1 of 1
PO #: 15518
Weight: 182700.000 LB
Ship Date: 12/29/2018
Package: BULK
Mode: Hopper Car
Car #: CPCX815583
Seal No: 145921
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HJN810620 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.26 g/10min
HLMI Flow Rate ASTM D1238 22 g/10min
Density D1505 or D4883 0.938 g/cm3
Pellet Count P02.08.03 25 pelet/gram
Production Date 12/11/2018____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Patricia Royall at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 02/25/2019
Delivery #: 89847744
Page 1 of 1
PO #: 15708
Weight: 176800.000 LB
Ship Date: 02/25/2019
Package: BULK
Mode: Hopper Car
Car #: NAHX610221
Seal No: 147647
Shipped To:
Certificate of Analysis
NOTICES
Technical Information - By using any Technical Information contained herein, Recipient agrees that said Technical Information is given by CPChem for
convenience only, without any warranty or guarantee of any kind, and is accepted and used at your sole risk. Recipients are encouraged to verify independently
any such information to their reasonable satisfaction. As used in this paragraph, "Technical Information" includes any technical advice, recommendations,
testing, or analysis, including, without limitation, information as it may relate to the selection of a product for a specific use and application.
October 31, 2017
Filename: Agru Oven and QUV Exposure Testing_103117.pdf
Nathan Ivy - Corporate Quality Control/Technical Manager
Agru America, Inc.
800 Rockmead #122
Kingwood, TX 77339
281-358-4741
Dear Mr. Ivy:
Please recall your request for testing of oven-exposed and UV-exposed geomembrane samples
produced primarily from Marlex® 7104 LLDPE and Marlex® K307 HDPE. Agru blended other
components with each of these polyethylenes to produce the geomembrane samples for testing.
Smooth geomembrane samples have been received from Agru and test results are reported below. The
samples were tested for HP-OIT in their as-received condition, and were also tested after oven and UV
exposures of 90 days and 1600 hours of irradiance, respectively, in accordance with GRI-GM13 and
GRI-GM17.
The following geomembrane sheet samples were received from Agru in mid-June 2017 and were reported
to be primarily composed of each of the Chevron Phillips Chemical Company grades in the description
below:
•K307 Lot #HHB620720, Agru Roll #G17D000534, black sheet, smooth, nominal 0.040” thick.
•7104 Lot #CFJ810540, Agru Roll #G15B434055, black sheet, smooth, nominal 0.040” thick.
Exposure and testing conditions, along with the test results are tabulated on the next page. GM-13 and
GM-17 require minimum % HP-OIT retention after a 90-day oven exposure and after a 1600 hour UV
irradiance exposure. These test results indicate these GM-13 and GM-17 minimum % HP-OIT retentions
were exceeded by these Agru-supplied K307 and 7104 sheet samples, respectively.
If you have any questions, please feel free to contact me (contact information given above).
Sincerely,
Vergil Rhodes
Polyethylene Technical Service and Applications Development, Geomembrane
Vergil H. Rhodes, PE, CPlasT - Tech Svc & App Dev Engineer, Geomembranes
Highways 60 & 123, Bartlesville Research and Technology Center, Room 103 PTC
Bartlesville, OK 74003
918-977-4229 [e-mail] Fax: [phone] www.cpchem.com
Page 2
Filename: Agru Oven and QUV Exposure Testing_103117.pdf

NOTICES
Technical Information - By using any Technical Information contained herein, Recipient agrees that said Technical Information is given by CPChem for
convenience only, without any warranty or guarantee of any kind, and is accepted and used at your sole risk. Recipients are encouraged to verify independently
any such information to their reasonable satisfaction. As used in this paragraph, "Technical Information" includes any technical advice, recommendations,
testing, or analysis, including, without limitation, information as it may relate to the selection of a product for a specific use and application.

The following oven aging and UV exposure test methods were conducted in accordance with the GRI-
GM13 (HDPE) and GRI-GM17 (LLDPE) requirements:

Test Name Exposure Conditions Test Method
Oven Aging 90 days in an oven at 85 °C ASTM D5721
UV
Exposure
1600 UV irradiance hours. Cycle: 20 hours UVA-340 at 75 °C
followed by 4 hours dark with condensation at 60 °C. Irradiance was
0.78 W/m2 at wavelength 340 nm.
Note: This implies a total UV chamber residence time of 1920 hours, e.g., 1600 hours
of irradiance and 320 hours of dark/condensation.
ASTM D7238
HP-OIT 150 °C in an oxygen atmosphere at 500 psi ASTM D5885

Oven Aging Results:
Sample Initial
HP-OIT
(min)
HP-OIT after
90 days of oven
aging.
(min)
% HP-OIT
Retained after
90 days of oven
aging.
GRI-GM13 and GRI-GM17
minimum % HP-OIT
retained after 90 days of
oven aging.
K307 Lot #HHB620720,
Agru Roll #G17D000534,
black sheet, smooth,
nominal 0.040” thick
1264 1123 89 GRI-GM13: 80 minimum
7104 Lot #CFJ810540,
Agru Roll #G15B434055,
black sheet, smooth,
nominal 0.040” thick
550 508 92 GRI-GM17: 60 minimum

UV Aging Results:
Sample Initial
HP-OIT
(min)
HP-OIT after
1600 hrs of UV
exposure.
(min)
% HP-OIT
Retained after
1600 hrs of UV
exposure.
GRI-GM13 and GRI-GM17
minimum % HP-OIT
retained after 1600 hrs of
UV exposure.
K307 Lot #HHB620720,
Agru Roll #G17D000534,
black sheet, smooth,
nominal 0.040” thick
1264 1024 81 GRI-GM13: 50 minimum
7104 Lot #CFJ810540,
Agru Roll #G15B434055,
black sheet, smooth,
nominal 0.040” thick
550 470 85 GRI-GM17: 35 minimum
Note: 1600 hours of UV exposure in accordance with ASTM D7238 implies a total UV chamber
residence time of 1920 hours, e.g., 1600 hours of irradiance and 320 hours of darkness with condensation.

Waste Management-East SO#: 00002326
Great Oak LF Cell 3
1254 County Land Road
RANDLEMAN, NC 27317
FG-HDMSDS060BBBEG 104 rolls @ 540 814,320 ft².
FC-COMPP-08-200-08 202 rolls @ 200 585,800 ft².
FC-COMPP-08-330-08 313 rolls @ 130 590,005 ft².
roll # width length area Item weight resin lot #
ft. ft. ft².lbs.
English
GTD0030600012 23 540 12,420 FG-HDMSDS060BBBEG 60 3843 HJN810620
GTD0030600013 23 540 12,420 FG-HDMSDS060BBBEG 61 3845 HJN810620
GTD0030600014 23 540 12,420 FG-HDMSDS060BBBEG 62 3846 HJN810620
GTD0030600015 23 540 12,420 FG-HDMSDS060BBBEG 63 3850 HJN810620
GTD0030600021 23 540 12,420 FG-HDMSDS060BBBEG 64 3838 HJN810620
GTD0030600022 23 540 12,420 FG-HDMSDS060BBBEG 65 3840 HJN810620
GTD0030600023 23 540 12,420 FG-HDMSDS060BBBEG 66 3844 HJN810620
GTD0030600024 23 540 12,420 FG-HDMSDS060BBBEG 67 3846 HJN810620
GTD0030600025 23 540 12,420 FG-HDMSDS060BBBEG 68 3846 HJN810620
GTD0030600026 23 540 12,420 FG-HDMSDS060BBBEG 69 3854 HJN810620
GTD0030600027 23 540 12,420 FG-HDMSDS060BBBEG 70 3858 HJN810620
GTD0030600028 23 540 12,420 FG-HDMSDS060BBBEG 71 3842 HJN810620
GTD0030600029 23 540 12,420 FG-HDMSDS060BBBEG 72 3846 HJN810620
GTD0030610025 23 540 12,420 FG-HDMSDS060BBBEG 73 3858 HJN810630
GTD0030610026 23 540 12,420 FG-HDMSDS060BBBEG 74 3848 HJN810630
GTD0030610027 23 540 12,420 FG-HDMSDS060BBBEG 75 3850 HJN810630
GTD0030610028 23 540 12,420 FG-HDMSDS060BBBEG 76 3852 HJN810630
GTD0030610029 23 540 12,420 FG-HDMSDS060BBBEG 77 3850 HJN810630
GTD0030610030 23 540 12,420 FG-HDMSDS060BBBEG 78 3858 HJN810630
GTD0030610031 23 540 12,420 FG-HDMSDS060BBBEG 79 3850 HJN810630
GTD0030610032 23 540 12,420 FG-HDMSDS060BBBEG 80 3856 HJN810630
GTD0030610033 23 540 12,420 FG-HDMSDS060BBBEG 81 3846 HJN810630
GTD0030610034 23 540 12,420 FG-HDMSDS060BBBEG 82 3838 HJN810630
GTD0030610035 23 540 12,420 FG-HDMSDS060BBBEG 83 3836 HJN810630
GTD0030610036 23 540 12,420 FG-HDMSDS060BBBEG 84 3842 HJN810630
GTD0030610037 23 540 12,420 FG-HDMSDS060BBBEG 85 3838 HJN810630
GTD0030610038 23 540 12,420 FG-HDMSDS060BBBEG 86 3838 HJN810630
GTD0030610039 23 540 12,420 FG-HDMSDS060BBBEG 87 3846 HJN810630
GTD0030610040 23 540 12,420 FG-HDMSDS060BBBEG 88 3850 HJN810630
GTD0030610041 23 540 12,420 FG-HDMSDS060BBBEG 89 3842 HJN810630
GTD0030610044 23 540 12,420 FG-HDMSDS060BBBEG 90 3856 HJN810630
GTD0030540001 23 540 12,420 FG-HDMSDS060BBBEG 91 3858 HJN810630
GTD0030540002 23 540 12,420 FG-HDMSDS060BBBEG 92 3854 HJN810630
GTB0030580001 23 540 12,420 FG-HDMSDS060BBBEG 93 3855 19A1106
GTB0030580002 23 540 12,420 FG-HDMSDS060BBBEG 94 3856 19A1106
GTB0030580003 23 540 12,420 FG-HDMSDS060BBBEG 95 3862 19A1106
GTB0030580004 23 540 12,420 FG-HDMSDS060BBBEG 96 3840 19A1106
GTB0030580005 23 540 12,420 FG-HDMSDS060BBBEG 97 3834 19A1107
1,204,740
running total
WM Great Oak LF Cell 3, Randelman, NC SO 00002326 (104m, 202c, 313c).xlsx Page 1
SO#: Waste Management-EastLiner Type: Great Oak LF Cell 3Item: 1254 County Land RoadCurrent # of Rolls: RANDLEMAN, NC 27317Roll Count: ASTM D3895ASTM D792ASTM D1238ASTM D4218ASTM D5596ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D4833ASTM D1004ASTM D5397ft. ft. ft². mils mils mils mils mils lbs. min g/ccg/10 min.%(# in Cat. 1)ppippippippi%%%%lbs.lbs.lbs.lbs.54 61 59 27 29 3834 189 0.941 0.17 2.4 10 145 142 186 174 16 14 420 416 52 47 121 4560 GTD0030600012 23 540 12,420 58 65 61 37 31 3843 HJN810620 191 0.943 0.26 2.6 10 234 247 277 278 22 17 444 593 74 67 121 67 ONGOING 3/14/201961 GTD0030600013 23 540 12,420 54 66 59 37 33 3845 HJN810620 191 0.942 0.26 2.5 10 158 142 186 181 16 16 563 416 54 49 125 47 ONGOING 3/14/201962 GTD0030600014 23 540 12,420 56 64 60 35 33 3846 HJN810620 191 0.942 0.26 2.5 10 158 142 186 181 16 16 563 416 54 49 125 47 ONGOING 3/14/201963 GTD0030600015 23 540 12,420 58 66 60 36 33 3850 HJN810620 191 0.942 0.26 2.4 10 158 142 186 181 16 16 563 416 54 49 125 47 ONGOING 3/14/201964 GTD0030600021 23 540 12,420 58 61 60 32 36 3838 HJN810620 191 0.945 0.26 2.6 10 147 160 207 189 25 15 460 569 55 51 129 47 ONGOING 3/14/201965 GTD0030600022 23 540 12,420 57 65 61 32 35 3840 HJN810620 191 0.945 0.26 2.6 10 147 160 207 189 25 15 460 569 55 51 129 47 ONGOING 3/14/201966 GTD0030600023 23 540 12,420 57 63 60 34 32 3844 HJN810620 191 0.945 0.26 2.4 10 147 160 207 189 25 15 460 569 55 51 129 47 ONGOING 3/14/201967 GTD0030600024 23 540 12,420 57 66 60 34 33 3846 HJN810620 191 0.945 0.26 2.4 10 147 160 207 189 25 15 460 569 55 51 129 47 ONGOING 3/15/201968 GTD0030600025 23 540 12,420 58 66 61 33 34 3846 HJN810620 191 0.945 0.26 2.4 10 151 163 195 201 21 16 455 597 55 52 133 48 ONGOING 3/15/201969 GTD0030600026 23 540 12,420 57 64 60 32 31 3854 HJN810620 191 0.945 0.26 2.4 10 151 163 195 201 21 16 455 597 55 52 133 48 ONGOING 3/15/201970 GTD0030600027 23 540 12,420 57 64 60 31 33 3858 HJN810620 191 0.945 0.26 2.7 10 151 163 195 201 21 16 455 597 55 52 133 48 ONGOING 3/15/201971 GTD0030600028 23 540 12,420 59 62 61 30 33 3842 HJN810620 191 0.945 0.26 2.6 10 151 163 195 201 21 16 455 597 55 52 133 48 ONGOING 3/15/201972 GTD0030600029 23 540 12,420 59 63 61 30 33 3846 HJN810620 191 0.943 0.26 2.6 10 147 162 186 188 21 15 438 579 54 49 133 45 ONGOING 3/15/201973 GTD0030610025 23 540 12,420 58 66 61 37 30 3858 HJN810630 194 0.943 0.25 2.5 10 148 159 191 178 21 15 442 543 59 53 126 46 ONGOING 3/17/201974 GTD0030610026 23 540 12,420 57 66 61 36 31 3848 HJN810630 194 0.943 0.25 2.5 10 148 159 191 178 21 15 442 543 59 53 126 46 ONGOING 3/18/201975 GTD0030610027 23 540 12,420 58 65 62 34 32 3850 HJN810630 194 0.945 0.25 2.6 10 153 164 197 194 21 15 446 583 54 48 136 47 ONGOING 3/18/201976 GTD0030610028 23 540 12,420 58 64 60 34 29 3852 HJN810630 194 0.945 0.25 2.6 10 153 164 197 194 21 15 446 583 54 48 136 47 ONGOING 3/18/201977 GTD0030610029 23 540 12,420 59 63 61 33 30 3850 HJN810630 194 0.945 0.25 2.5 10 153 164 197 194 21 15 446 583 54 48 136 47 ONGOING 3/18/201978 GTD0030610030 23 540 12,420 56 64 60 35 33 3858 HJN810630 194 0.945 0.25 2.5 10 153 164 197 194 21 15 446 583 54 48 136 47 ONGOING 3/18/201979 GTD0030610031 23 540 12,420 57 66 60 32 32 3850 HJN810630 194 0.945 0.25 2.4 10 146 161 205 180 17 14 440 552 55 53 134 49 ONGOING 3/18/201980 GTD0030610032 23 540 12,420 58 64 60 32 30 3856 HJN810630 194 0.945 0.25 2.4 10 146 161 205 180 17 14 440 552 55 53 134 49 ONGOING 3/18/201981 GTD0030610033 23 540 12,420 58 62 60 30 32 3846 HJN810630 194 0.945 0.25 2.6 10 146 161 205 180 17 14 440 552 55 53 134 49 ONGOING 3/18/201982 GTD0030610034 23 540 12,420 58 65 61 30 33 3838 HJN810630 194 0.945 0.25 2.6 10 146 161 205 180 17 14 440 552 55 53 134 49 ONGOING 3/18/201983 GTD0030610035 23 540 12,420 58 64 61 30 33 3836 HJN810630 194 0.944 0.25 2.4 10 145 148 190 174 19 16 450 569 54 50 129 46 ONGOING 3/18/201984 GTD0030610036 23 540 12,420 58 64 61 30 32 3842 HJN810630 194 0.944 0.25 2.4 10 145 148 190 174 19 16 450 569 54 50 129 46 ONGOING 3/18/201985 GTD0030610037 23 540 12,420 58 62 60 30 32 3838 HJN810630 194 0.944 0.25 2.5 10 145 148 190 174 19 16 450 569 54 50 129 46 ONGOING 3/18/201986 GTD0030610038 23 540 12,420 57 64 60 30 37 3838 HJN810630 194 0.944 0.25 2.5 10 145 148 190 174 19 16 450 569 54 50 129 46 ONGOING 3/18/201987 GTD0030610039 23 540 12,420 57 68 61 30 33 3846 HJN810630 194 0.945 0.25 2.6 10 151 211 187 241 20 20 420 462 52 47 136 45 ONGOING 3/18/201988 GTD0030610040 23 540 12,420 58 62 60 30 32 3850 HJN810630 194 0.945 0.25 2.6 10 151 211 187 241 20 20 420 462 52 47 136 45 ONGOING 3/18/201989 GTD0030610041 23 540 12,420 58 63 60 30 33 3842 HJN810630 194 0.945 0.25 2.4 10 151 211 187 241 20 20 420 462 52 47 136 45 ONGOING 3/19/201990 GTD0030610044 23 540 12,420 56 62 59 36 30 3856 HJN810630 194 0.944 0.25 2.4 10 205 221 262 247 23 17 481 567 67 63 134 63 ONGOING 3/19/201991 GTD0030540001 23 540 12,420 57 66 60 35 32 3858 HJN810630 194 0.944 0.25 2.6 10 205 221 262 247 23 17 481 567 67 63 134 63 ONGOING 3/19/201992 GTD0030540002 23 540 12,420 57 68 61 33 32 3854 HJN810630 194 0.944 0.25 2.6 10 205 221 262 247 23 17 481 567 67 63 134 63 ONGOING 3/19/201993 GTB0030580001 23 540 12,420 58 70 62 31 29 3855 19A1106 189 0.941 0.17 2.4 10 150 160 198 178 20 15 459 516 52 48 133 48 ONGOING 3/18/201994 GTB0030580002 23 540 12,420 58 69 62 28 30 3856 19A1106 189 0.941 0.17 2.4 10 150 160 198 178 20 15 459 516 52 48 133 48 ONGOING 3/18/201995 GTB0030580003 23 540 12,420 56 68 60 30 29 3862 19A1106 189 0.941 0.17 2.4 10 150 160 198 178 20 15 459 516 52 48 133 48 ONGOING 3/18/201996 GTB0030580004 23 540 12,420 57 70 61 27 31 3840 19A1107 192 0.943 0.2 2.4 10 147 150 190 194 18 16 527 579 64 54 140 47 ONGOING 3/18/2019Production DateASTM D5994 (Modified) Asperity (Top) Asperity (Bottom) WeightLot #ASTM D7466 Carbon Black Disp. Puncture Resistance NCTL (500hrs.) Elong. @Yield (MD) Elong. @Yield (TD) Elong. @Break (MD) Elong. @Break (TD) Tear Resistance (MD) Smooth EdgeCountRoll #(English) Thickness (English)Ave.Width Carbon Black Content0000232660HD micro60-9738FG-HDMSDS060BBBEGENGLISH MeasurementsASTM D1004Minimum Results (ea. Col.)LengthAreaMin. Max. Tear Resistance (TD) Tensile Str. @Break (MD) Tensile Str. @Break (TD) Tensile Str. @Yield (MD) Tensile Str. @Yield (TD) OIT (Standard) Specific Gravity Melt Flow Index
SO#: Waste Management-EastLiner Type: Great Oak LF Cell 3Item: 1254 County Land RoadCurrent # of Rolls: RANDLEMAN, NC 27317Roll Count: ASTM D3895ASTM D792ASTM D1238ASTM D4218ASTM D5596ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D4833ASTM D1004ASTM D5397ft. ft. ft². mils mils mils mils mils lbs. min g/ccg/10 min.%(# in Cat. 1)ppippippippi%%%%lbs.lbs.lbs.lbs.54 61 59 27 29 3834 189 0.941 0.17 2.4 10 145 142 186 174 16 14 420 416 52 47 121 45Production DateASTM D5994 (Modified) Asperity (Top) Asperity (Bottom) WeightLot #ASTM D7466 Carbon Black Disp. Puncture Resistance NCTL (500hrs.) Elong. @Yield (MD) Elong. @Yield (TD) Elong. @Break (MD) Elong. @Break (TD) Tear Resistance (MD) Smooth EdgeCountRoll #(English) Thickness (English)Ave.Width Carbon Black Content0000232660HD micro60-9738FG-HDMSDS060BBBEGENGLISH MeasurementsASTM D1004Minimum Results (ea. Col.)LengthAreaMin. Max. Tear Resistance (TD) Tensile Str. @Break (MD) Tensile Str. @Break (TD) Tensile Str. @Yield (MD) Tensile Str. @Yield (TD) OIT (Standard) Specific Gravity Melt Flow Index97 GTB0030580005 23 540 12,420 54 66 60 30 30 3834 19A1107 192 0.943 0.2 2.4 10 147 150 190 194 18 16 527 579 64 54 140 47 ONGOING 3/18/2019
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HJN810620 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.26 g/10min
HLMI Flow Rate ASTM D1238 22 g/10min
Density D1505 or D4883 0.938 g/cm3
Pellet Count P02.08.03 25 pelet/gram
Production Date 12/11/2018____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Patricia Royall at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 02/25/2019
Delivery #: 89847744
Page 1 of 1
PO #: 15708
Weight: 176800.000 LB
Ship Date: 02/25/2019
Package: BULK
Mode: Hopper Car
Car #: NAHX610221
Seal No: 147647
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: HJN810630 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.25 g/10min
HLMI Flow Rate ASTM D1238 23 g/10min
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 26 pelet/gram
Production Date 12/11/2018____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Patricia Royall at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 02/25/2019
Delivery #: 89847745
Page 1 of 1
PO #: 15708
Weight: 178500.000 LB
Ship Date: 02/25/2019
Package: BULK
Mode: Hopper Car
Car #: CPCX805085
Seal No: 147640
Shipped To:
Certificate of Analysis
NOTICES
Technical Information - By using any Technical Information contained herein, Recipient agrees that said Technical Information is given by CPChem for
convenience only, without any warranty or guarantee of any kind, and is accepted and used at your sole risk. Recipients are encouraged to verify independently
any such information to their reasonable satisfaction. As used in this paragraph, "Technical Information" includes any technical advice, recommendations,
testing, or analysis, including, without limitation, information as it may relate to the selection of a product for a specific use and application.
October 31, 2017
Filename: Agru Oven and QUV Exposure Testing_103117.pdf
Nathan Ivy - Corporate Quality Control/Technical Manager
Agru America, Inc.
800 Rockmead #122
Kingwood, TX 77339
281-358-4741
Dear Mr. Ivy:
Please recall your request for testing of oven-exposed and UV-exposed geomembrane samples
produced primarily from Marlex® 7104 LLDPE and Marlex® K307 HDPE. Agru blended other
components with each of these polyethylenes to produce the geomembrane samples for testing.
Smooth geomembrane samples have been received from Agru and test results are reported below. The
samples were tested for HP-OIT in their as-received condition, and were also tested after oven and UV
exposures of 90 days and 1600 hours of irradiance, respectively, in accordance with GRI-GM13 and
GRI-GM17.
The following geomembrane sheet samples were received from Agru in mid-June 2017 and were reported
to be primarily composed of each of the Chevron Phillips Chemical Company grades in the description
below:
•K307 Lot #HHB620720, Agru Roll #G17D000534, black sheet, smooth, nominal 0.040” thick.
•7104 Lot #CFJ810540, Agru Roll #G15B434055, black sheet, smooth, nominal 0.040” thick.
Exposure and testing conditions, along with the test results are tabulated on the next page. GM-13 and
GM-17 require minimum % HP-OIT retention after a 90-day oven exposure and after a 1600 hour UV
irradiance exposure. These test results indicate these GM-13 and GM-17 minimum % HP-OIT retentions
were exceeded by these Agru-supplied K307 and 7104 sheet samples, respectively.
If you have any questions, please feel free to contact me (contact information given above).
Sincerely,
Vergil Rhodes
Polyethylene Technical Service and Applications Development, Geomembrane
Vergil H. Rhodes, PE, CPlasT - Tech Svc & App Dev Engineer, Geomembranes
Highways 60 & 123, Bartlesville Research and Technology Center, Room 103 PTC
Bartlesville, OK 74003
918-977-4229 [e-mail] Fax: [phone] www.cpchem.com
Page 2
Filename: Agru Oven and QUV Exposure Testing_103117.pdf

NOTICES
Technical Information - By using any Technical Information contained herein, Recipient agrees that said Technical Information is given by CPChem for
convenience only, without any warranty or guarantee of any kind, and is accepted and used at your sole risk. Recipients are encouraged to verify independently
any such information to their reasonable satisfaction. As used in this paragraph, "Technical Information" includes any technical advice, recommendations,
testing, or analysis, including, without limitation, information as it may relate to the selection of a product for a specific use and application.

The following oven aging and UV exposure test methods were conducted in accordance with the GRI-
GM13 (HDPE) and GRI-GM17 (LLDPE) requirements:

Test Name Exposure Conditions Test Method
Oven Aging 90 days in an oven at 85 °C ASTM D5721
UV
Exposure
1600 UV irradiance hours. Cycle: 20 hours UVA-340 at 75 °C
followed by 4 hours dark with condensation at 60 °C. Irradiance was
0.78 W/m2 at wavelength 340 nm.
Note: This implies a total UV chamber residence time of 1920 hours, e.g., 1600 hours
of irradiance and 320 hours of dark/condensation.
ASTM D7238
HP-OIT 150 °C in an oxygen atmosphere at 500 psi ASTM D5885

Oven Aging Results:
Sample Initial
HP-OIT
(min)
HP-OIT after
90 days of oven
aging.
(min)
% HP-OIT
Retained after
90 days of oven
aging.
GRI-GM13 and GRI-GM17
minimum % HP-OIT
retained after 90 days of
oven aging.
K307 Lot #HHB620720,
Agru Roll #G17D000534,
black sheet, smooth,
nominal 0.040” thick
1264 1123 89 GRI-GM13: 80 minimum
7104 Lot #CFJ810540,
Agru Roll #G15B434055,
black sheet, smooth,
nominal 0.040” thick
550 508 92 GRI-GM17: 60 minimum

UV Aging Results:
Sample Initial
HP-OIT
(min)
HP-OIT after
1600 hrs of UV
exposure.
(min)
% HP-OIT
Retained after
1600 hrs of UV
exposure.
GRI-GM13 and GRI-GM17
minimum % HP-OIT
retained after 1600 hrs of
UV exposure.
K307 Lot #HHB620720,
Agru Roll #G17D000534,
black sheet, smooth,
nominal 0.040” thick
1264 1024 81 GRI-GM13: 50 minimum
7104 Lot #CFJ810540,
Agru Roll #G15B434055,
black sheet, smooth,
nominal 0.040” thick
550 470 85 GRI-GM17: 35 minimum
Note: 1600 hours of UV exposure in accordance with ASTM D7238 implies a total UV chamber
residence time of 1920 hours, e.g., 1600 hours of irradiance and 320 hours of darkness with condensation.

TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Project: Geomembrane Testing
Material:Agru 60 mil Smooth HDPE Geomembrane
Sample Identification: Formosa - HDPE , Resin DF3721A
TRI Log #: E2339-36-07 April 19, 2010
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
UV Resistance (GRI GM 13)
The resistance to degradation due to exposure to ultraviolet light and moisture was determined in
accordance with GRI-GM11, Accelerated Weathering of Geomembranes Using a Fluorescent UVA
Device. This standard covers the basic principles for using the QUV apparatus to accelerate the
weathering of geomembranes using UVA bulbs and condensation. To comply with Specification
GRI GM13, the sample was exposed to 1600 hours of UV exposure composed of 80 cycles of UA at 75 C
for 20 hours followed by condensation at 60 C for 4 hours. The High Pressure Oxidative Induction Time
(HPOIT) was evaluated before and after the exposure and results were as follows.
PERCENT
RETAINED
HPOIT (minutes) - Baseline 1201 1201
HPOIT (minutes) - After QUV Aging 1010 1010 84
Note: No surface cracking was observed.
Oven Aging (ASTM D 5721)
The geomembrane was exposed to 90 days of elevated temperature exposure in an air oven maintained
at 85°C ± 0.5°C in accordance with ASTM D 5721-95, Standard Practice for Air-Oven Aging of Polyolefin
Geomembranes. Oxidative Induction Time (OIT) was tested for after exposure and compared to values
generated for unexposed material. The results are provided below.
PERCENT
HPOIT (minutes) - Baseline 1201 1201
HPOIT (minutes) - After QUV Aging 1114 1114 93
Note: No surface cracking was observed.
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]
Waste Management-East SO#: 00002326
Great Oak LF Cell 3
1254 County Land Road
RANDLEMAN, NC 27317
FG-HDMSDS060BBBEG 104 rolls @ 540 1,291,680 ft².
FC-COMPP-08-200-08 202 rolls @ 200 585,800 ft².
FC-COMPP-08-330-08 313 rolls @ 130 590,005 ft².
roll # width length area Item weight resin lot #
ft. ft. ft².lbs.
English
GTB0030580007 23 540 12,420 FG-HDMSDS060BBBEG 98 3873 19A1107
GTB0030580008 23 540 12,420 FG-HDMSDS060BBBEG 99 3876 19A1107
GTB0030580009 23 540 12,420 FG-HDMSDS060BBBEG 100 3868 19A1107
GTB0030580010 23 540 12,420 FG-HDMSDS060BBBEG 101 3869 19A1107
GTB0030580011 23 540 12,420 FG-HDMSDS060BBBEG 102 3843 19A1107
GTB0030580012 23 540 12,420 FG-HDMSDS060BBBEG 103 3769 19A1107
GTB0030580013 23 540 12,420 FG-HDMSDS060BBBEG 104 3767 19A1107
1,291,680
total for order
WM Great Oak LF Cell 3, Randelman, NC SO 00002326 (104m, 202c, 313c).xlsx Page 1
SO#: Waste Management-EastLiner Type: Great Oak LF Cell 3Item: 1254 County Land RoadCurrent # of Rolls: RANDLEMAN, NC 27317Roll Count: (last)ASTM D3895ASTM D792ASTM D1238ASTM D4218ASTM D5596ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D6693ASTM D4833ASTM D1004ASTM D5397ft. ft. ft². mils mils mils mils mils lbs. min g/ccg/10 min.%(# in Cat. 1)ppippippippi%%%%lbs.lbs.lbs.lbs.54 68 61 27 30 3767 189 0.941 0.17 2.4 10 139 154 198 201 17 15 483 602 51 44 133 4798 GTB0030580007 23 540 12,420 57 70 62 27 35 3873 19A1107 189 0.941 0.17 2.4 10 149 159 230 201 22 15 497 602 52 48 133 47 ONGOING 3/18/201999 GTB0030580008 23 540 12,420 60 71 64 30 31 3876 19A1107 189 0.941 0.17 2.4 10 149 159 230 201 22 15 497 602 52 48 133 47 ONGOING 3/21/2019100 GTB0030580009 23 540 12,420 57 71 63 28 30 3868 19A1107 189 0.941 0.17 2.5 10 149 159 230 201 22 15 497 602 52 48 133 47 ONGOING 3/21/2019101 GTB0030580010 23 540 12,420 58 69 62 28 34 3869 19A1107 189 0.941 0.17 2.5 10 149 159 230 201 22 15 497 602 52 48 133 47 ONGOING 3/22/2019102 GTB0030580011 23 540 12,420 54 68 61 29 37 3843 19A1107 189 0.946 0.17 2.5 10 139 154 198 202 17 15 483 616 51 44 137 48 ONGOING 3/22/2019103 GTB0030580012 23 540 12,420 60 71 64 30 31 3769 19A1107 189 0.946 0.17 2.5 10 139 154 198 202 17 15 483 616 51 44 137 48 ONGOING 3/22/2019104 GTB0030580013 23 540 12,420 57 70 62 29 31 3767 19A1107 189 0.946 0.17 2.4 10 139 154 198 202 17 15 483 616 51 44 137 48 ONGOING 3/22/2019Production DateASTM D5994 (Modified) Asperity (Top) Asperity (Bottom) WeightLot #ASTM D7466 Carbon Black Disp. Puncture Resistance NCTL (500hrs.) Elong. @Yield (MD) Elong. @Yield (TD) Elong. @Break (MD) Elong. @Break (TD) Tear Resistance (MD) Smooth EdgeCountRoll #(English) Thickness (English)Ave.Width Carbon Black Content0000232660HD micro98-1047FG-HDMSDS060BBBEGENGLISH MeasurementsASTM D1004Minimum Results (ea. Col.)LengthAreaMin. Max. Tear Resistance (TD) Tensile Str. @Break (MD) Tensile Str. @Break (TD) Tensile Str. @Yield (MD) Tensile Str. @Yield (TD) OIT (Standard) Specific Gravity Melt Flow Index
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Project: Geomembrane Testing
Material:Agru 60 mil Smooth HDPE Geomembrane
Sample Identification: Formosa - HDPE , Resin DF3721A
TRI Log #: E2339-36-07 April 19, 2010
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
UV Resistance (GRI GM 13)
The resistance to degradation due to exposure to ultraviolet light and moisture was determined in
accordance with GRI-GM11, Accelerated Weathering of Geomembranes Using a Fluorescent UVA
Device. This standard covers the basic principles for using the QUV apparatus to accelerate the
weathering of geomembranes using UVA bulbs and condensation. To comply with Specification
GRI GM13, the sample was exposed to 1600 hours of UV exposure composed of 80 cycles of UA at 75 C
for 20 hours followed by condensation at 60 C for 4 hours. The High Pressure Oxidative Induction Time
(HPOIT) was evaluated before and after the exposure and results were as follows.
PERCENT
RETAINED
HPOIT (minutes) - Baseline 1201 1201
HPOIT (minutes) - After QUV Aging 1010 1010 84
Note: No surface cracking was observed.
Oven Aging (ASTM D 5721)
The geomembrane was exposed to 90 days of elevated temperature exposure in an air oven maintained
at 85°C ± 0.5°C in accordance with ASTM D 5721-95, Standard Practice for Air-Oven Aging of Polyolefin
Geomembranes. Oxidative Induction Time (OIT) was tested for after exposure and compared to values
generated for unexposed material. The results are provided below.
PERCENT
HPOIT (minutes) - Baseline 1201 1201
HPOIT (minutes) - After QUV Aging 1114 1114 93
Note: No surface cracking was observed.
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]

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix C-2
CQA Conformance Testing Results

Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Management, Inc
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:44951
Material(s) Tested:Two, Agru 60 mil Microspike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh PatelLaboratory ManagerGeosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
March 19, 2019
Page 1 of 3
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030590001
TRI Log #: 44951
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)62 59 64 62 61 62 60 64 64 61 62 2
59 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 30 31 31 34 31 29 30 33 33 32 31 1
Asperity Height (mils) - Side B 30 32 30 33 33 34 37 36 32 30 33 3
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.62 2.67 2.65 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)138 155 143 137 139 142 7
TD Yield Strength (ppi)144 147 141 160 130 144 11
MD Break Strength (ppi)198 217 193 151 200 192 25
TD Break Strength (ppi)187 186 190 189 187 188 2
MD Yield Elongation (%)23 24 25 23 26 24 1
TD Yield Elongation (%)17 17 18 18 18 18 1
MD Break Elongation (%)538 488 439 477 465 481 37
TD Break Elongation (%)640 594 630 571 617 610 28
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)126 123 120 126 126 124 3
MD Machine Direction TD Transverse Direction
Page 2 of 3
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030590009
TRI Log #: 44951
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)61 61 60 61 61 61 64 66 63 63 62 2
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 28 29 31 33 32 34 33 32 33 33 32 2
Asperity Height (mils) - Side B 33 30 32 32 35 35 39 37 32 30 33 3
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.66 2.66 2.66 0.00
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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)147 162 141 141 138 146 10
TD Yield Strength (ppi)163 181 151 158 148 160 13
MD Break Strength (ppi)215 207 160 197 196 195 21
TD Break Strength (ppi)200 214 173 162 172 184 22
MD Yield Elongation (%)26 26 23 26 23 25 2
TD Yield Elongation (%)18 19 21 18 18 19 1
MD Break Elongation (%)473 436 460 429 483 456 23
TD Break Elongation (%)648 635 552 532 582 590 51
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)130 133 130 124 124 128 4
MD Machine Direction TD Transverse Direction
Page 3 of 3
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Management, Inc
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45042
Material(s) Tested:One, Agru 60 mil Microspike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh PatelLaboratory ManagerGeosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
March 21, 2019
Page 1 of 2
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030590017
TRI Log #: 45042
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)60 59 62 61 60 61 64 63 61 61 61 1
59 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 35 34 32 33 32 33 36 33 32 31 33 1
Asperity Height (mils) - Side B 35 33 40 38 37 35 34 33 29 34 35 3
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.945 0.945 0.945 0.945 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.95 2.92 2.94 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)145 157 136 138 1332 382 531
TD Yield Strength (ppi)158 170 142 152 141 153 12
MD Break Strength (ppi)223 211 159 209 184 197 26
TD Break Strength (ppi)186 198 185 168 165 180 14
MD Yield Elongation (%)23 23 20 23 23 22 1
TD Yield Elongation (%)15 17 17 15 17 16 1
MD Break Elongation (%)493 475 488 480 490 485 7
TD Break Elongation (%)597 593 604 552 553 580 25
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)133 131 135 127 129 131 3
MD Machine Direction TD Transverse Direction
Page 2 of 2
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Management, Inc
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45045
Material(s) Tested:One, Agru 60 mil Microspike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh PatelLaboratory ManagerGeosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
March 21, 2019
Page 1 of 2
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030610001
TRI Log #: 45045
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)57 58 59 60 61 61 63 62 60 62 60 2
57 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 30 31 32 33 35 35 33 35 35 34 33 2
Asperity Height (mils) - Side B 31 33 31 32 34 32 37 35 32 33 33 2
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.53 2.54 2.54 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)151 152 142 138 132 143 9
TD Yield Strength (ppi)164 150 154 162 147 155 7
MD Break Strength (ppi)254 198 170 219 183 205 33
TD Break Strength (ppi)194 187 196 187 177 188 7
MD Yield Elongation (%)22 22 22 22 22 22 0
TD Yield Elongation (%)16 17 17 17 18 17 1
MD Break Elongation (%)524 458 490 511 481 493 26
TD Break Elongation (%)597 604 638 574 609 604 23
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)138 137 134 136 132 135 2
MD Machine Direction TD Transverse Direction
Page 2 of 2
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Management, Inc
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45123
Material(s) Tested:Three, Agru 60 mil Microspike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh PatelLaboratory ManagerGeosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
March 25, 2019
Page 1 of 4
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030600022
TRI Log #: 45123
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)58 59 59 60 67 62 60 61 63 60 61 3
58 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 30 32 35 31 34 31 34 32 30 33 30 8
Asperity Height (mils) - Side B 31 32 36 37 31 31 35 34 32 33 33 2
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.59 2.59 2.59 0.00
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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)143 151 132 136 131 139 8
TD Yield Strength (ppi)141 163 155 138 145 148 10
MD Break Strength (ppi)224 187 149 199 171 186 28
TD Break Strength (ppi)162 194 191 189 174 182 14
MD Yield Elongation (%)27 27 23 27 24 26 2
TD Yield Elongation (%)17 19 17 20 18 18 1
MD Break Elongation (%)483 445 450 459 440 455 17
TD Break Elongation (%)557 599 604 624 573 591 26
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)139 134 133 133 131 134 3
MD Machine Direction TD Transverse Direction
Page 2 of 4
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030600001
TRI Log #: 45123
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)58 63 59 60 64 62 62 64 61 63 61 2
58 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 31 28 29 25 32 32 34 35 35 34 31 3
Asperity Height (mils) - Side B 34 34 32 35 30 33 40 39 31 31 34 3
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.944 0.944 0.944 0.944 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.63 2.60 2.62 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)131 136 138 138 142 137 4
TD Yield Strength (ppi)151 162 140 143 151 149 9
MD Break Strength (ppi)189 212 178 170 243 198 30
TD Break Strength (ppi)164 183 166 175 185 175 10
MD Yield Elongation (%)23 27 23 23 25 24 2
TD Yield Elongation (%)19 18 18 21 17 19 2
MD Break Elongation (%)501 486 534 488 501 502 19
TD Break Elongation (%)521 560 584 556 620 568 37
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)140 138 136 135 137 137 2
MD Machine Direction TD Transverse Direction
Page 3 of 4
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030600009
TRI Log #: 45123
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)59 58 61 60 61 61 68 65 60 62 61 3
58 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 30 25 30 32 34 36 35 34 32 37 32 3
Asperity Height (mils) - Side B 31 34 33 32 34 33 37 38 35 31 34 2
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.944 0.944 0.944 0.944 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.63 2.66 2.65 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)132 132 137 149 132 136 7
TD Yield Strength (ppi)136 162 140 143 143 145 10
MD Break Strength (ppi)185 145 167 193 205 179 23
TD Break Strength (ppi)187 190 180 175 179 182 6
MD Yield Elongation (%)25 20 22 25 26 24 3
TD Yield Elongation (%)22 19 17 18 16 18 2
MD Break Elongation (%)484 422 467 441 464 456 24
TD Break Elongation (%)618 581 628 575 602 601 23
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)129 134 130 128 128 130 2
MD Machine Direction TD Transverse Direction
Page 4 of 4
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Management, Inc
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45125
Material(s) Tested:Two, Agru 60 mil Microspike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh PatelLaboratory ManagerGeosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
March 22, 2019
Page 1 of 3
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030610009
TRI Log #: 45125
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)61 63 62 64 63 64 61 63 60 59 62 2
59 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 25 32 21 30 36 30 31 35 34 33 31 5
Asperity Height (mils) - Side B 35 34 31 31 33 34 31 32 37 0 30 10
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.43 2.44 2.44 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)152 147 139 142 132 142 8
TD Yield Strength (ppi)144 156 145 155 167 153 9
MD Break Strength (ppi)246 176 161 211 198 198 33
TD Break Strength (ppi)180 180 173 170 205 182 14
MD Yield Elongation (%)24 23 24 24 23 24 1
TD Yield Elongation (%)17 17 18 15 18 17 1
MD Break Elongation (%)492 488 477 479 500 487 9
TD Break Elongation (%)611 582 566 519 627 581 42
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)147 141 143 140 136 141 4
MD Machine Direction TD Transverse Direction
Page 2 of 3
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030610017
TRI Log #: 45125
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)61 61 61 63 61 64 60 61 64 62 62 1
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 35 32 33 30 37 34 35 32 32 33 33 2
Asperity Height (mils) - Side B 34 27 35 31 34 32 38 37 32 31 33 3
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.60 2.59 2.60 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)151 138 137 134 130 138 8
TD Yield Strength (ppi)144 162 151 152 142 150 8
MD Break Strength (ppi)204 220 165 162 181 186 25
TD Break Strength (ppi)195 197 204 184 175 191 11
MD Yield Elongation (%)21 27 23 21 25 23 3
TD Yield Elongation (%)18 18 17 15 18 17 1
MD Break Elongation (%)498 492 443 483 459 475 23
TD Break Elongation (%)618 582 643 601 584 606 25
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)137 134 133 129 129 132 4
MD Machine Direction TD Transverse Direction
Page 3 of 3
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Management, Inc
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45180
Material(s) Tested:One, Agru 60 mil Microspike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh PatelLaboratory ManagerGeosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
March 25, 2019
Page 1 of 2
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTB0030580001
TRI Log #: 45180
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)61 64 63 64 61 62 60 62 60 64 62 2
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 31 30 31 29 35 33 32 33 35 32 32 2
Asperity Height (mils) - Side B 33 34 35 34 36 37 31 30 34 32 33 2
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.944 0.944 0.944 0.944 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.52 2.54 2.53 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)131 150 131 135 164 142 14
TD Yield Strength (ppi)136 152 177 144 165 155 16
MD Break Strength (ppi)183 239 206 225 232 217 23
TD Break Strength (ppi)167 191 219 194 213 197 21
MD Yield Elongation (%)21 26 24 26 24 24 2
TD Yield Elongation (%)19 18 18 18 18 18 0
MD Break Elongation (%)566 487 511 507 479 510 34
TD Break Elongation (%)561 635 623 643 639 620 34
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)134 133 125 126 125 129 5
MD Machine Direction TD Transverse Direction
Page 2 of 2
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Management, Inc
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45181
Material(s) Tested:One, Agru 60 mil Microspike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh PatelLaboratory ManagerGeosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
March 25, 2019
Page 1 of 2
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030610025
TRI Log #: 45181
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 62 60 64 63 68 69 62 62 63 3
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 32 31 31 32 32 32 33 34 31 31 32 1
Asperity Height (mils) - Side B 25 27 259 25 27 27 28 28 28 28 50 73
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.942 0.942 0.942 0.942 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.53 2.50 2.52 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)134 153 142 137 133 140 8
TD Yield Strength (ppi)140 139 149 168 152 150 12
MD Break Strength (ppi)160 196 209 199 152 183 25
TD Break Strength (ppi)172 166 156 177 182 171 10
MD Yield Elongation (%)20 22 22 25 21 22 2
TD Yield Elongation (%)19 17 17 17 17 17 1
MD Break Elongation (%)443 412 481 449 471 451 27
TD Break Elongation (%)551 563 519 540 596 554 29
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)136 124 128 127 125 128 5
MD Machine Direction TD Transverse Direction
Page 2 of 2
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Management, Inc
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]
ccemail: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45201
Material(s) Tested:Two, Agru 60 mil Microspike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 4218)
Carbon Dispersion (ASTM D 5596)
Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
March 25, 2019
Page 1 of 3
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030610033
TRI Log #: 45201
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)59 58 60 60 60 56 63 63 59 62 60 2
56 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 37 35 33 33 29 27 31 32 25 29 31 4
Asperity Height (mils) - Side B 35 33 35 34 41 39 36 32 32 33 35 3
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.944 0.944 0.944 0.944 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.59 2.58 2.59 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)145 148 128 136 131 138 9
TD Yield Strength (ppi)159 158 133 149 137 147 12
MD Break Strength (ppi)251 199 139 214 192 199 41
TD Break Strength (ppi)191 177 175 182 166 178 9
MD Yield Elongation (%)27 25 23 27 26 26 2
TD Yield Elongation (%)18 18 20 17 19 18 1
MD Break Elongation (%)504 481 402 495 489 474 41
TD Break Elongation (%)589 544 587 589 561 574 21
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)135 135 135 135 137 136 1
MD Machine Direction TD Transverse Direction
Page 2 of 3
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTD0030610041
TRI Log #: 45201
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)59 60 59 58 60 59 65 61 63 59 60 2
58 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 33 33 28 29 34 32 32 32 32 32 31 2
Asperity Height (mils) - Side B 32 32 29 31 32 31 36 33 37 37 33 3
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.44 2.46 2.45 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)136 141 137 147 145 141 5
TD Yield Strength (ppi)155 157 135 148 137 146 10
MD Break Strength (ppi)196 207 184 211 234 206 19
TD Break Strength (ppi)199 186 178 164 175 180 13
MD Yield Elongation (%)24 26 23 23 26 24 2
TD Yield Elongation (%)18 19 21 20 19 19 1
MD Break Elongation (%)498 492 443 483 459 475 23
TD Break Elongation (%)631 580 596 531 589 585 36
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)136 135 133 134 131 134 2
MD Machine Direction TD Transverse Direction
Page 3 of 3
Page 1 of 2
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)Waste Management, Inc
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]: [e-mail]: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45818
Material(s) Tested:One, Agru 60 mil Microspike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Jarrett A. NelsonTechnical Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
April 15, 2019
Page 2 of 2
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 60 mil Microspike HDPE Geomembrane
Sample Identification: GTB0030580010
TRI Log #: 45818
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)59 62 61 63 60 60 58 62 64 65 61 2
58 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 30 31 30 27 28 32 33 32 31 33 31 2
Asperity Height (mils) - Side B 25 26 27 27 26 27 27 26 28 26 26 1
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.945 0.945 0.945 0.945 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.52 2.43 2.48 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 6693, 2 ipm strain rate)
MD Yield Strength (ppi)134 129 151 152 137 141 10
TD Yield Strength (ppi)166 155 141 131 160 151 14
MD Break Strength (ppi)230 190 241 224 182 213 26
TD Break Strength (ppi)207 220 203 185 236 210 19
MD Yield Elongation (%)25 21 24 22 20 22 2
TD Yield Elongation (%)17 17 19 17 18 18 1
MD Break Elongation (%)479 503 501 549 553 517 32
TD Break Elongation (%)597 676 652 614 666 641 34
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)134 137 141 133 131 135 4
MD Machine Direction TD Transverse Direction

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix C-3
Destructive Seam Testing Results
(Primary, Secondary, and Tertiary)

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix C-4
Geosynthetic Installation Monitoring Reports

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix C-5
Records and Logs
(Primary, Secondary, and Tertiary)

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix C-6
HDPE Geomembrane Panel Deployment Drawings

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix D
Geocomposite Layer

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix D-1
MQC Certifications

Customer: Agru AmericaPO#: 500 Garrison RoadReport DateDestination: Georgetown, SC 294406/20/2019doc #:ph: 843-546-0600Geocomposite*Transmissivity Conditions:0.1 gradient21,120 psf100 Hours seating timeLayering - plate, GCL, comp, liner, plateGEOTEXTILE GEOTEXTILE8 oz Non Woven 8 oz Non WovenComp Comp Comp Net Net Net NetABResinRoll # Roll #Lot #ft. ft. sqft. lb/in lb/in m²/sec mil % g/cc lb/in1 .GTE0030620001 14.5 200 2900AATNL10031050016BATNL10031050002 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB6106329382 .GTE0030620002 14.5 200 2900AATNL10031050016BATNL10031050002 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB6106329503 .GTE0030620003 14.5 200 2900AATNL10031050016BATNL10031050002 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB6106329504 .GTE0030620004 14.5 200 2900AATNL10031050016BATNL10031050002 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB6106329565 .GTE0030620005 14.5 200 2900AATNL10031050016BATNL10031050002 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB6106329526 .GTE0030620006 14.5 200 2900AATNL10031050016BATNL10031050002 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB6106329487 .GTE0030620007 14.5 200 2900AATNL10031050006BATNL10031050012 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB6106329448 .GTE0030620008 14.5 200 2900AATNL10031050006BATNL10031050012 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB6106329529 .GTE0030620009 14.5 200 2900AATNL10031050006BATNL10031050012 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB61063295610 .GTE0030620010 14.5 200 2900AATNL10031050006BATNL10031050012 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB61063296811 .GTE0030620011 14.5 200 2900AATNL10031050006BATNL10031050012 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB61063296412 .GTE0030620012 14.5 200 2900AATNL10031050006BATNL10031050012 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB61063295613 .GTE0030620013 14.5 200 2900AATNL10031050142BATNL10031050029 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB61063296214 .GTE0030620014 14.5 200 2900AATNL10031050142BATNL10031050029 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB61063296015 .GTE0030620015 14.5 200 2900AATNL10031050142BATNL10031050029 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB61063296016 .GTE0030620016 14.5 200 2900AATNL10031050142BATNL10031050029 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB61063295417 .GTE0030620017 14.5 200 2900AATNL10031050142BATNL10031050029 1.7 2.8 5.40E-06 233 2.3 0.961 62.1CJB61063295418 .GTE0030620018 14.5 200 2900AATNL10031050142BATNL10031050029 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295219 .GTE0030620019 14.5 200 2900AATNL10031050114BATNL10031050040 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063294820 .GTE0030620020 14.5 200 2900AATNL10031050114BATNL10031050040 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063293621 .GTE0030620023 14.5 200 2900AATNL10031050114BATNL10031050040 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295222 .GTE0030620024 14.5 200 2900AATNL10031050114BATNL10031050040 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295623 .GTE0030620025 14.5 200 2900AATNL10031050114BATNL10031050040 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295224 .GTE0030620026 14.5 200 2900AATNL10031050114BATNL10031050040 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295225 .GTE0030620027 14.5 200 2900AATNL10031050032BATNL10031050004 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295226 .GTE0030620028 14.5 200 2900AATNL10031050032BATNL10031050004 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063294427 .GTE0030620029 14.5 200 2900AATNL10031050032BATNL10031050004 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063296028 .GTE0030620030 14.5 200 2900AATNL10031050032BATNL10031050004 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295429 .GTE0030620031 14.5 200 2900AATNL10031050032BATNL10031050004 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295830 .GTE0030620032 14.5 200 2900AATNL10031050032BATNL10031050004 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295431 .GTE0030620033 14.5 200 2900AATNL10031050127BATNL10031050115 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295632 .GTE0030620034 14.5 200 2900AATNL10031050127BATNL10031050115 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295233 .GTE0030620035 14.5 200 2900AATNL10031050127BATNL10031050115 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063295034 .GTE0030620036 14.5 200 2900AATNL10031050127BATNL10031050115 4.3 3.1 5.40E-06 237 2.5 0.963 62.8CJB61063294635 .GTE0030620037 14.5 200 2900AATNL10031050127BATNL10031050115 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063295236 .GTE0030620038 14.5 200 2900AATNL10031050127BATNL10031050115 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294237 .GTE0030620039 14.5 200 2900AATNL10031050034BATNL10031050123 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294838 .GTE0030620040 14.5 200 2900AATNL10031050034BATNL10031050123 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294039 .GTE0030620041 14.5 200 2900AATNL10031050034BATNL10031050123 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294840 .GTE0030620042 14.5 200 2900AATNL10031050034BATNL10031050123 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294241 .GTE0030620043 14.5 200 2900AATNL10031050034BATNL10031050123 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294642 .GTE0030620044 14.5 200 2900AATNL10031050034BATNL10031050123 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294243 .GTE0030620045 14.5 200 2900AATNL10031050116BATNL10031050130 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294644 .GTE0030620046 14.5 200 2900AATNL10031050116BATNL10031050130 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294845 .GTE0030620047 14.5 200 2900AATNL10031050116BATNL10031050130 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294246 .GTE0030620050 14.5 200 2900AATNL10031050116BATNL10031050130 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063293247 .GTE0030620051 14.5 200 2900AATNL10031050116BATNL10031050130 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063295048 .GTE0030620052 14.5 200 2900AATNL10031050116BATNL10031050130 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB610632940WeightRoll #Width LengthAreaASTM D7005 Ply AASTM D7005 Ply BASTM D4716 *TransmisivityASTM D5199 ThicknessASTM D4218 CarbonASTM D792 DensityASTM D5035 TensileSIDESIDESO00002326Quality Control ManagerAgru America certifies the following results for the above projectGEOCOMPOSITEReflects Conformance SampleDOUBLE SIDED COMPOSITE8-200-8Geocomposite Quality CertificationWaste Management-East1126110428 Great Oak LF Cell 3RANDLEMAN, NCMaria CoffeyPage 1
Customer: Agru AmericaPO#: 500 Garrison RoadReport DateDestination: Georgetown, SC 294406/20/2019doc #:ph: 843-546-0600Geocomposite*Transmissivity Conditions:0.1 gradient21,120 psf100 Hours seating timeLayering - plate, GCL, comp, liner, plateGEOTEXTILE GEOTEXTILE8 oz Non Woven 8 oz Non WovenComp Comp Comp Net Net Net NetABResinRoll # Roll #Lot #ft. ft. sqft. lb/in lb/in m²/sec mil % g/cc lb/inWeightRoll #Width LengthAreaASTM D7005 Ply AASTM D7005 Ply BASTM D4716 *TransmisivityASTM D5199 ThicknessASTM D4218 CarbonASTM D792 DensityASTM D5035 TensileSIDESIDESO00002326Quality Control ManagerAgru America certifies the following results for the above projectGEOCOMPOSITEReflects Conformance SampleDOUBLE SIDED COMPOSITE8-200-8Geocomposite Quality CertificationWaste Management-East1126110428 Great Oak LF Cell 3RANDLEMAN, NCMaria Coffey49 .GTE0030620053 14.5 200 2900AATNL10031050005BATNL10031050129 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294450 .GTE0030620054 14.5 200 2900AATNL10031050005BATNL10031050129 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294451 .GTE0030620055 14.5 200 2900AATNL10031050005BATNL10031050129 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294252 .GTE0030620056 14.5 200 2900AATNL10031050005BATNL10031050129 3.7 1.6 5.40E-06 234 2.4 0.962 59.3CJB61063294253 .GTE0030620057 14.5 200 2900AATNL10031050005BATNL10031050129 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063294454 .GTE0030620058 14.5 200 2900AATNL10031050005BATNL10031050129 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063294455 .GTE0030620066 14.5 200 2900AATNL10031050030BATNL10031050003 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063296056 .GTE0030620067 14.5 200 2900AATNL10031050030BATNL10031050003 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063295457 .GTE0030620068 14.5 200 2900AATNL10031050030BATNL10031050003 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063295458 .GTE0030620069 14.5 200 2900AATNL10031050030BATNL10031050003 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063296059 .GTE0030620070 14.5 200 2900AATNL10031050030BATNL10031050003 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063295260 .GTE0030620071 14.5 200 2900AATNL10031050014BATNL10031050015 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063295861 .GTE0030620072 14.5 200 2900AATNL10031050014BATNL10031050015 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063294862 .GTE0030620073 14.5 200 2900AATNL10031050014BATNL10031050015 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063296463 .GTE0030620074 14.5 200 2900AATNL10031050014BATNL10031050015 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063296064 .GTE0030620075 14.5 200 2900AATNL10031050014BATNL10031050015 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063295465 .GTE0030620076 14.5 200 2900AATNL10031050014BATNL10031050015 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063295466 .GTE0030620077 14.5 200 2900AATNL10031050131BATNL10031050031 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063295267 .GTE0030620078 14.5 200 2900AATNL10031050131BATNL10031050031 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063294868 .GTE0030620079 14.5 200 2900AATNL10031050131BATNL10031050031 1.7 1.8 5.40E-06 236 2.5 0.964 56.4CJB61063295069 .GTE0030620080 14.5 200 2900AATNL10031050131BATNL10031050031 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063294670 .GTE0030620081 14.5 200 2900AATNL10031050131BATNL10031050031 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063295671 .GTE0030620082 14.5 200 2900AATNL10031050131BATNL10031050031 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063295072 .GTE0030620083 14.5 200 2900AATNL10031050135BATNL10031050110 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063296473 .GTE0030620084 14.5 200 2900AATNL10031050135BATNL10031050110 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063295674 .GTE0030620085 14.5 200 2900AATNL10031050135BATNL10031050110 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063296275 .GTE0030620086 14.5 200 2900AATNL10031050135BATNL10031050110 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063294876 .GTE0030620087 14.5 200 2900AATNL10031050135BATNL10031050110 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063295077 .GTE0030620088 14.5 200 2900AATNL10031050135BATNL10031050110 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063294678 .GTE0030620089 14.5 200 2900AATNL10031050048BATNL10031050049 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063294679 .GTE0030620090 14.5 200 2900AATNL10031050048BATNL10031050049 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063293480 .GTE0030620093 14.5 200 2900AATNL10031050048BATNL10031050049 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063294081 .GTE0030620094 14.5 200 2900AATNL10031050048BATNL10031050049 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063295082 .GTE0030620095 14.5 200 2900AATNL10031050048BATNL10031050049 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063294883 .GTE0030620096 14.5 200 2900AATNL10031050048BATNL10031050049 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063295284 .GTE0030620097 14.5 200 2900AATNL10031050132BATNL10031050136 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063295085 .GTE0030620098 14.5 200 2900AATNL10031050132BATNL10031050136 4.1 3.2 5.40E-06 233 2.4 0.963 61.7CJB61063294686 .GTE0030620099 14.5 200 2900AATNL10031050132BATNL10031050136 3.3 2.8 5.40E-06 237 2.5 0.963 64.0CJB61063294887 .GTE0030620100 14.5 200 2900AATNL10031050132BATNL10031050136 3.3 2.8 5.40E-06 237 2.5 0.963 64.0CJB61063294288 .GTE0030620101 14.5 200 2900AATNL10031050132BATNL10031050136 3.3 2.8 5.40E-06 237 2.5 0.963 64.0CJB61063294489 .GTE0030620102 14.5 200 2900AATNL10031050132BATNL10031050136 3.3 2.8 5.40E-06 237 2.5 0.963 64.0CJB61063294490 .GTE0030620103 14.5 200 2900AATNL10031050124BATNL10031050125 3.3 2.8 5.40E-06 237 2.5 0.963 64.0CJB61063294691 .GTE0030620104 14.5 200 2900AATNL10031050124BATNL10031050125 3.3 2.8 5.40E-06 237 2.5 0.963 64.0CJB61063294092 .GTE0030620105 14.5 200 2900AATNL10031050124BATNL10031050125 3.3 2.8 5.40E-06 237 2.5 0.963 64.0CJB61063294493 .GTE0030620106 14.5 200 2900AATNL10031050124BATNL10031050125 3.3 2.8 5.40E-06 237 2.5 0.963 64.0CJB61063293894 .GTE0030620107 14.5 200 2900AATNL10031050124BATNL10031050125 3.3 2.8 5.40E-06 237 2.5 0.963 64.0CJB61063295095 .GTE0030620108 14.5 200 2900AATNL10031050124BATNL10031050125 3.3 2.8 5.40E-06 237 2.2 0.963 64.0CJB61063294296 .GTE0030620109 14.5 200 2900AATNL10031050148BATNL10031050145 3.3 2.8 5.40E-06 237 2.2 0.963 64.0CJB61063294097 .GTE0030620110 14.5 200 2900AATNL10031050148BATNL10031050145 3.3 2.8 5.40E-06 237 2.2 0.963 64.0CJB610632942Page 2
Customer: Agru AmericaPO#: 500 Garrison RoadReport DateDestination: Georgetown, SC 294406/20/2019doc #:ph: 843-546-0600Geocomposite*Transmissivity Conditions:0.1 gradient21,120 psf100 Hours seating timeLayering - plate, GCL, comp, liner, plateGEOTEXTILE GEOTEXTILE8 oz Non Woven 8 oz Non WovenComp Comp Comp Net Net Net NetABResinRoll # Roll #Lot #ft. ft. sqft. lb/in lb/in m²/sec mil % g/cc lb/inWeightRoll #Width LengthAreaASTM D7005 Ply AASTM D7005 Ply BASTM D4716 *TransmisivityASTM D5199 ThicknessASTM D4218 CarbonASTM D792 DensityASTM D5035 TensileSIDESIDESO00002326Quality Control ManagerAgru America certifies the following results for the above projectGEOCOMPOSITEReflects Conformance SampleDOUBLE SIDED COMPOSITE8-200-8Geocomposite Quality CertificationWaste Management-East1126110428 Great Oak LF Cell 3RANDLEMAN, NCMaria Coffey98 .GTE0030620111 14.5 200 2900AATNL10031050148BATNL10031050145 3.3 2.8 5.40E-06 237 2.2 0.963 64.0CJB61063294499 .GTE0030620112 14.5 200 2900AATNL10031050148BATNL10031050145 3.3 2.8 5.40E-06 237 2.2 0.963 64.0CJB610632946100 .GTE0030620113 14.5 200 2900AATNL10031050148BATNL10031050145 3.3 2.8 5.40E-06 237 2.2 0.963 64.0CJB610632954101 .GTE0030620114 14.5 200 2900AATNL10031050148BATNL10031050145 3.3 2.8 5.40E-06 237 2.2 0.963 64.0CJB610632954102 .GTE0030620115 14.5 200 2900AATNL10031050149BATNL10031050134 3.3 2.8 5.40E-06 237 2.2 0.963 64.0CJB610632950103 .GTE0030620116 14.5 200 2900AATNL10031050149BATNL10031050134 2.7 2.1 5.40E-06 238 2.6 0.963 64.7CJB610632952104 .GTE0030620117 14.5 200 2900AATNL10031050149BATNL10031050134 2.7 2.1 5.40E-06 238 2.6 0.963 64.7CJB610632952105 .GTE0030620120 14.5 200 2900AATNL10031050149BATNL10031050134 2.7 2.1 5.40E-06 238 2.6 0.963 64.7CJB610632952106 .GTE0030620121 14.5 200 2900AATNL10031050149BATNL10031050134 2.7 2.1 5.40E-06 238 2.6 0.963 64.7CJB610632946107 .GTE0030620122 14.5 200 2900AATNL10031050149BATNL10031050134 2.7 2.1 5.40E-06 238 2.6 0.963 64.7CJB610632942108 .GTE0030620123 14.5 200 2900AATNL10031050144BATNL10031050147 2.7 2.1 5.40E-06 238 2.6 0.963 64.7CJB610632946109 .GTE0030620124 14.5 200 2900AATNL10031050144BATNL10031050147 2.7 2.1 5.40E-06 238 2.6 0.963 64.7CJB610632940110 .GTE0030620125 14.5 200 2900AATNL10031050144BATNL10031050147 2.7 2.1 5.40E-06 238 2.6 0.963 64.7CJB610632946111 .GTE0030620126 14.5 200 2900AATNL10031050144BATNL10031050147 2.7 2.1 5.40E-06 238 2.6 0.963 64.7CJB610632942112 .GTE0030620127 14.5 200 2900AATNL10031050144BATNL10031050147 2.7 2.1 5.40E-06 238 2.3 0.963 64.7CJB610632948113 .GTE0030620128 14.5 200 2900AATNL10031050144BATNL10031050147 2.7 2.1 5.40E-06 238 2.3 0.963 64.7CJB610632942114 .GTE0030620129 14.5 200 2900AATNL10031050141BATNL10031050143 2.7 2.1 5.40E-06 238 2.3 0.963 64.7CJB610632948115 .GTE0030620130 14.5 200 2900AATNL10031050141BATNL10031050143 2.7 2.1 5.40E-06 238 2.3 0.963 64.7CJB610632942116 .GTE0030620131 14.5 200 2900AATNL10031050141BATNL10031050143 2.7 2.1 5.40E-06 238 2.3 0.963 64.7CJB610632952117 .GTE0030620132 14.5 200 2900AATNL10031050141BATNL10031050143 2.7 2.1 5.40E-06 238 2.3 0.963 64.7CJB610632942118 .GTE0030620133 14.5 200 2900AATNL10031050141BATNL10031050143 2.7 2.1 5.40E-06 238 2.3 0.963 64.7CJB610632942119 .GTE0030620136 14.5 200 2900AATNL10031050035BATNL10031050027 3.1 1.3 5.40E-06 236 2.4 0.963 65.4CJB610632940120 .GTE0030620138 14.5 200 2900AATNL10031050035BATNL10031050027 3.1 1.3 5.40E-06 236 2.4 0.963 65.4CJB610632932121 .GTE0030620140 14.5 200 2900AATNL10031050126BATNL10031050033 3.1 1.3 5.40E-06 236 2.4 0.963 65.4CJB610632948122 .GTE0030620141 14.5 200 2900AATNL10031050126BATNL10031050033 3.1 1.3 5.40E-06 236 2.4 0.963 65.4CJB610632946123 .GTE0030620142 14.5 200 2900AATNL10031050126BATNL10031050033 3.1 1.3 5.40E-06 236 2.4 0.963 65.4CJB610632938124 .GTE0030620143 14.5 200 2900AATNL10031050126BATNL10031050033 3.1 1.3 5.40E-06 236 2.4 0.963 65.4CJB610632936125 .GTE0030620144 14.5 200 2900AATNL10031050126BATNL10031050033 3.1 1.3 5.40E-06 236 2.4 0.963 65.4CJB610632940126 .GTE0030620145 14.5 200 2900AATNL10031050126BATNL10031050033 3.1 1.3 5.40E-06 236 2.4 0.963 65.4CJB610632942127 .GTE0030620146 14.5 200 2900AATNL10031050050BATNL10031050133 3.1 1.3 5.40E-06 236 2.4 0.963 65.4CJB610632938128 .GTE0030620147 14.5 200 2900AATNL10031050050BATNL10031050133 3.1 1.3 5.40E-06 236 2.5 0.963 65.4CJB610632942129 .GTE0030620148 14.5 200 2900AATNL10031050050BATNL10031050133 3.1 1.3 5.40E-06 236 2.5 0.963 65.4CJB610632938130 .GTE0030620149 14.5 200 2900AATNL10031050050BATNL10031050133 3.1 1.3 5.40E-06 236 2.5 0.963 65.4CJB610632932131 .GTE0030620150 14.5 200 2900AATNL10031050050BATNL10031050133 3.1 1.3 5.40E-06 236 2.5 0.963 65.4CJB610632936132 .GTE0030620151 14.5 200 2900AATNL10031050050BATNL10031050133 3.1 1.3 5.40E-06 236 2.5 0.963 65.4CJB610632942133 .GTE0030620152 14.5 200 2900AATNL10031050071BATNL10031050056 3.1 1.3 5.40E-06 236 2.5 0.963 65.4CJB610632936134 .GTE0030620153 14.5 200 2900AATNL10031050071BATNL10031050056 3.1 1.3 5.40E-06 236 2.5 0.963 65.4CJB610632924135 .GTE0030620154 14.5 200 2900AATNL10031050071BATNL10031050056 3.1 1.3 5.40E-06 236 2.5 0.963 65.4CJB610632930136 .GTE0030620155 14.5 200 2900AATNL10031050071BATNL10031050056 3.1 1.3 5.40E-06 236 2.5 0.963 65.4CJB610632942137 .GTE0030620156 14.5 200 2900AATNL10031050071BATNL10031050056 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632944138 .GTE0030620157 14.5 200 2900AATNL10031050071BATNL10031050056 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632912139 .GTE0030620160 14.5 200 2900AATNL10031050018BATNL10031050019 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632920140 .GTE0030620161 14.5 200 2900AATNL10031050018BATNL10031050019 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632920141 .GTE0030620162 14.5 200 2900AATNL10031050018BATNL10031050019 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632930142 .GTE0030620163 14.5 200 2900AATNL10031050018BATNL10031050019 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632932143 .GTE0030620164 14.5 200 2900AATNL10031050018BATNL10031050019 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632926144 .GTE0030620165 14.5 200 2900AATNL10031050018BATNL10031050019 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632926145 .GTE0030620166 14.5 200 2900AATNL10031050023BATNL10031050008 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632940146 .GTE0030620167 14.5 200 2900AATNL10031050023BATNL10031050008 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632934Page 3
Customer: Agru AmericaPO#: 500 Garrison RoadReport DateDestination: Georgetown, SC 294406/20/2019doc #:ph: 843-546-0600Geocomposite*Transmissivity Conditions:0.1 gradient21,120 psf100 Hours seating timeLayering - plate, GCL, comp, liner, plateGEOTEXTILE GEOTEXTILE8 oz Non Woven 8 oz Non WovenComp Comp Comp Net Net Net NetABResinRoll # Roll #Lot #ft. ft. sqft. lb/in lb/in m²/sec mil % g/cc lb/inWeightRoll #Width LengthAreaASTM D7005 Ply AASTM D7005 Ply BASTM D4716 *TransmisivityASTM D5199 ThicknessASTM D4218 CarbonASTM D792 DensityASTM D5035 TensileSIDESIDESO00002326Quality Control ManagerAgru America certifies the following results for the above projectGEOCOMPOSITEReflects Conformance SampleDOUBLE SIDED COMPOSITE8-200-8Geocomposite Quality CertificationWaste Management-East1126110428 Great Oak LF Cell 3RANDLEMAN, NCMaria Coffey147 .GTE0030620168 14.5 200 2900AATNL10031050023BATNL10031050008 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632934148 .GTE0030620169 14.5 200 2900AATNL10031050023BATNL10031050008 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632938149 .GTE0030620170 14.5 200 2900AATNL10031050023BATNL10031050008 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632928150 .GTE0030620171 14.5 200 2900AATNL10031050023BATNL10031050008 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632940151 .GTE0030620172 14.5 200 2900AATNL10031050020BATNL10031050007 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632952152 .GTE0030620173 14.5 200 2900AATNL10031050020BATNL10031050007 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632944153 .GTE0030620174 14.5 200 2900AATNL10031050020BATNL10031050007 1.6 2.9 5.40E-06 238 2.4 0.961 65.3CJB610632952154 .GTE0030620175 14.5 200 2900AATNL10031050020BATNL10031050007 3.4 4.3 5.40E-06 236 2.3 0.960 63.4CJB610632950155 .GTE0030620176 14.5 200 2900AATNL10031050020BATNL10031050007 3.4 4.3 5.40E-06 236 2.3 0.960 63.4CJB610632946156 .GTE0030620177 14.5 200 2900AATNL10031050020BATNL10031050007 3.4 4.3 5.40E-06 236 2.3 0.961 63.4CJB610632944157 .GTE0030620178 14.5 200 2900AATNL10031050022BATNL10031050021 3.4 4.3 5.40E-06 236 2.3 0.961 63.4CJB610632944158 .GTE0030620181 14.5 200 2900AATNL10031050022BATNL10031050021 3.4 4.3 5.40E-06 236 2.3 0.961 63.4CJB610632944159 .GTE0030620182 14.5 200 2900AATNL10031050022BATNL10031050021 3.4 4.3 5.40E-06 236 2.3 0.961 63.4CJB610632956160 .GTE0030620183 14.5 200 2900AATNL10031050022BATNL10031050021 3.4 4.3 5.40E-06 236 2.3 0.961 63.4CJB610632944161 .GTE0030620184 14.5 200 2900AATNL10031050022BATNL10031050021 3.4 4.3 5.40E-06 236 2.3 0.961 63.4CJB610632964162 .GTE0030620185 14.5 200 2900AATNL10031050022BATNL10031050021 3.4 4.3 5.40E-06 236 2.4 0.961 63.4CJB610632950163 .GTE0030620186 14.5 200 2900AATNL10031050024BATNL10031050017 3.4 4.3 5.40E-06 236 2.4 0.961 63.4CJB610632950164 .GTE0030620187 14.5 200 2900AATNL10031050024BATNL10031050017 3.4 4.3 5.40E-06 236 2.4 0.961 63.4CJB610632944165 .GTE0030620188 14.5 200 2900AATNL10031050024BATNL10031050017 3.4 4.3 5.40E-06 236 2.4 0.961 63.4CJB610632938166 .GTE0030620189 14.5 200 2900AATNL10031050024BATNL10031050017 3.4 4.3 5.40E-06 236 2.4 0.961 63.4CJB610632936167 .GTE0030620190 14.5 200 2900AATNL10031050024BATNL10031050017 3.4 4.3 5.40E-06 236 2.4 0.961 63.4CJB610632950168 .GTE0030620191 14.5 200 2900AATNL10031050024BATNL10031050017 3.4 4.3 5.40E-06 236 2.4 0.961 63.4CJB610632944169 .GTE0030620192 14.5 200 2900AATNL10031050009BATNL10031050041 3.4 4.3 5.40E-06 236 2.4 0.961 63.4CJB610632950170 .GTE0030620193 14.5 200 2900AATNL10031050009BATNL10031050041 3.4 4.3 5.40E-06 236 2.4 0.961 63.4CJB610632948171 .GTE0030620194 14.5 200 2900AATNL10031050009BATNL10031050041 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632950172 .GTE0030620195 14.5 200 2900AATNL10031050009BATNL10031050041 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632962173 .GTE0030620196 14.5 200 2900AATNL10031050009BATNL10031050041 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632954174 .GTE0030620197 14.5 200 2900AATNL10031050009BATNL10031050041 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632952175 .GTE0030620198 14.5 200 2900AATNL10031050072BATNL10031050043 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632954176 .GTE0030620199 14.5 200 2900AATNL10031050072BATNL10031050043 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632950177 .GTE0030620200 14.5 200 2900AATNL10031050072BATNL10031050043 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632944178 .GTE0030620201 14.5 200 2900AATNL10031050072BATNL10031050043 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632938179 .GTE0030620202 14.5 200 2900AATNL10031050072BATNL10031050043 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632938180 .GTE0030620203 14.5 200 2900AATNL10031050072BATNL10031050043 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632934181 .GTE0030620204 14.5 200 2900AATNL10031050010BATNL10031050052 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632932182 .GTE0030620205 14.5 200 2900AATNL10031050010BATNL10031050052 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632936183 .GTE0030620209 14.5 200 2900AATNL10031050010BATNL10031050052 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632956184 .GTE0030620210 14.5 200 2900AATNL10031050010BATNL10031050052 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632966185 .GTE0030620213 14.5 200 2900AATNL10031050069BATNL10031050025 2.6 3.1 5.75E-06 239 2.3 0.961 62.6CJB610632954186 .GTE0030620214 14.5 200 2900AATNL10031050069BATNL10031050025 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632954187 .GTE0030620215 14.5 200 2900AATNL10031050069BATNL10031050025 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632952188 .GTE0030620216 14.5 200 2900AATNL10031050069BATNL10031050025 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632954189 .GTE0030620217 14.5 200 2900AATNL10031050069BATNL10031050025 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632948190 .GTE0030620218 14.5 200 2900AATNL10031050128BATNL10031050073 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632952191 .GTE0030620219 14.5 200 2900AATNL10031050128BATNL10031050073 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632952192 .GTE0030620220 14.5 200 2900AATNL10031050128BATNL10031050073 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632940193 .GTE0030620221 14.5 200 2900AATNL10031050128BATNL10031050073 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632962194 .GTE0030620222 14.5 200 2900AATNL10031050128BATNL10031050073 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632958195 .GTE0030620223 14.5 200 2900AATNL10031050128BATNL10031050073 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632964Page 4
Customer: Agru AmericaPO#: 500 Garrison RoadReport DateDestination: Georgetown, SC 294406/20/2019doc #:ph: 843-546-0600Geocomposite*Transmissivity Conditions:0.1 gradient21,120 psf100 Hours seating timeLayering - plate, GCL, comp, liner, plateGEOTEXTILE GEOTEXTILE8 oz Non Woven 8 oz Non WovenComp Comp Comp Net Net Net NetABResinRoll # Roll #Lot #ft. ft. sqft. lb/in lb/in m²/sec mil % g/cc lb/inWeightRoll #Width LengthAreaASTM D7005 Ply AASTM D7005 Ply BASTM D4716 *TransmisivityASTM D5199 ThicknessASTM D4218 CarbonASTM D792 DensityASTM D5035 TensileSIDESIDESO00002326Quality Control ManagerAgru America certifies the following results for the above projectGEOCOMPOSITEReflects Conformance SampleDOUBLE SIDED COMPOSITE8-200-8Geocomposite Quality CertificationWaste Management-East1126110428 Great Oak LF Cell 3RANDLEMAN, NCMaria Coffey196 .GTE0030620224 14.5 200 2900AATNL10031050053BATNL10031050011 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632954197 .GTE0030620225 14.5 200 2900AATNL10031050053BATNL10031050011 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632952198 .GTE0030620226 14.5 200 2900AATNL10031050053BATNL10031050011 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632954199 .GTE0030620227 14.5 200 2900AATNL10031050053BATNL10031050011 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632956200 .GTE0030620228 14.5 200 2900AATNL10031050053BATNL10031050011 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632954201 .GTE0030620229 14.5 200 2900AATNL10031050053BATNL10031050011 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632950202 .GTE0030620230 14.5 200 2900AATNL10031050054BATNL10031050051 2.1 1.6 5.75E-06 245 2.4 0.964 53.2CJB610632954Page 5
Geotextile Quality Certification2326Customer:WM GREAT OAK Destination:GEORGETOWNTEX 08M3/26/2019ASTMD5261D4833 D6241 D4751 D4355Method Average WeightAverage Grab Tensile(MD)Average Grab Tensile(CD)Average Elongation (MD)Average Elongation (CD)Average Trap Tear (MD)Average TRAP Tear (CD)Water Flow Rate Permeab. Permitiv. PunctureAverage CBR PunctureApparent Opening Size UV Resist % Retained @ 500 hrs Roll Length Units oz / yd2Lbs Lbs % % Lbs Lbs gpm / ft2cm / sec sec-1Lbs Units: Lbs sieve * % ret. FTATNL100310500028.47266.00307.009082116.00139.00118.00.321.58127.0078280701200ATNL100310500038.47266.00307.009082116.00139.00118.00.321.58127.0078280701200ATNL100310500048.47266.00307.009082116.00139.00118.00.321.58127.0078280701200ATNL100310500058.80287.00332.008387116.00158.00102.00.311.37146.0078280701200ATNL100310500068.80287.00332.008387116.00158.00102.00.311.37146.0078280701200ATNL100310500078.80287.00332.008387116.00158.00102.00.311.37146.0078280701200ATNL100310500088.80287.00332.008387116.00158.00102.00.311.37146.0078280701200ATNL100310500098.56275.00329.007886120.00142.00111.00.331.49136.0078280701200ATNL100310500108.56275.00329.007886120.00142.00111.00.331.49136.0078280701200ATNL100310500118.56275.00329.007886120.00142.00111.00.331.49136.0078280701200ATNL100310500128.56275.00329.007886120.00142.00111.00.331.49136.0078280701200ATNL100310500138.31311.00338.008991132.00146.00119.00.351.60139.0078280701200ATNL100310500148.31311.00338.008991132.00146.00119.00.351.60139.0078280701200ATNL100310500158.31311.00338.008991132.00146.00119.00.351.60139.0078280701200ATNL100310500168.31311.00338.008991132.00146.00119.00.351.60139.0078280701200ATNL100310500178.70273.00330.008085118.00135.00110.00.331.48130.0078280701200ATNL10031050018 8.70 273.00 330.00 80 85 118.00 135.00 110.00 .33 1.48 130.00 782 80 70 1200ATNL100310500198.70273.00330.008085118.00135.00110.00.331.48130.0078280701200ATNL100310500208.70273.00330.008085118.00135.00110.00.331.48130.0078280701200ATNL100310500218.38294.00329.008687129.00154.00108.00.321.45152.0078280701200ATNL100310500228.38294.00329.008687129.00154.00108.00.321.45152.0078280701200ATNL100310500238.38294.00329.008687129.00154.00108.00.321.45152.0078280701200ATNL100310500248.38294.00329.008687129.00154.00108.00.321.45131.0084080701200ATNL100310500258.40287.00317.008686129.00153.00124.00.361.67131.0084080701200ATNL100310500278.40287.00317.008686129.00153.00124.00.361.67131.0084080701200ATNL100310500288.40287.00317.008686129.00153.00124.00.361.67131.0084080701200ATNL100310500298.52277.00309.008383114.00160.00114.00.341.53147.0084080701200ATNL100310500308.52277.00309.008383114.00160.00114.00.341.53147.0084080701200ATNL100310500318.52277.00309.008383114.00160.00114.00.341.53147.0084080701200ATNL100310500328.52277.00309.008383114.00160.00114.00.341.53147.0084080701200ATNL100310500338.21310.00305.008583119.00135.00107.00.321.43121.0084080701200OA # / PROJECT: D4491D4533D4632Item Code/DescriptionDATE: 1 of 5
2326Customer:WM GREAT OAK Destination:GEORGETOWNTEX 08M3/26/2019ASTMD5261D4833 D6241 D4751 D4355Method Average WeightAverage Grab Tensile(MD)Average Grab Tensile(CD)Average Elongation (MD)Average Elongation (CD)Average Trap Tear (MD)Average TRAP Tear (CD)Water Flow Rate Permeab. Permitiv. PunctureAverage CBR PunctureApparent Opening Size UV Resist % Retained @ 500 hrs Roll Length Units oz / yd2Lbs Lbs % % Lbs Lbs gpm / ft2cm / sec sec-1Lbs Units: Lbs sieve * % ret. FTOA # / PROJECT: D4491D4533D4632Item Code/DescriptionDATE: ATNL100310500348.21310.00305.008583119.00135.00107.00.321.43121.0084080701200ATNL100310500358.21310.00305.008583119.00135.00107.00.321.43121.0084080701200ATNL100310500368.21310.00305.008583119.00135.00107.00.321.43121.0084080701200ATNL100310500378.25278.00298.008599118.00141.00120.00.361.60132.0084080701050ATNL100310500398.25278.00298.008599118.00141.00120.00.361.60132.0084080701200ATNL100310500408.25278.00298.008599118.00141.00120.00.361.60132.0084080701200ATNL100310500418.28284.00309.009589109.00160.00128.00.401.71125.0084080701200ATNL100310500428.28284.00309.009589109.00160.00128.00.401.71125.0084080701200ATNL100310500438.28284.00309.009589109.00160.00128.00.401.71125.0084080701200ATNL100310500448.28284.00309.009589109.00160.00128.00.401.71125.0084080701200ATNL100310500458.97302.00384.009393124.00164.00128.00.401.71135.0084080701200ATNL100310500468.97302.00384.009393124.00164.00128.00.401.71135.0084080701200ATNL100310500478.97302.00384.009393124.00164.00128.00.401.71135.0084080701200ATNL100310500488.97302.00384.009393124.00164.00128.00.401.71135.0084080701200ATNL100310500498.23306.00316.009595125.00159.00120.00.351.60132.0076180701200ATNL100310500508.23306.00316.009595125.00159.00120.00.351.60132.0076180701200ATNL100310500518.23306.00316.009595125.00159.00120.00.351.60132.0076180701200ATNL100310500528.23306.00316.009595125.00159.00120.00.351.60132.0076180701200ATNL100310500538.38284.00319.009288130.00162.00134.00.391.80132.0076180701200ATNL100310500548.38284.00319.009288130.00162.00134.00.391.80132.0076180701200ATNL100310500558.38284.00319.009288130.00162.00134.00.391.80132.0076180701110ATNL100310500568.38284.00319.009288130.00162.00134.00.391.80132.0076180701200ATNL100310500578.23267.00304.008486137.00152.00105.00.301.41127.0076180701200ATNL100310500588.23267.00304.008486137.00152.00105.00.301.41127.0076180701200ATNL100310500598.23267.00304.008486137.00152.00105.00.301.41127.0076180701200ATNL100310500608.23267.00304.008486137.00152.00105.00.301.41127.0076180701200ATNL100310500618.42279.00319.009083135.00146.00115.00.321.54130.0076180701200ATNL100310500628.42279.00319.009083135.00146.00115.00.321.54130.0076180701200ATNL100310500638.42279.00319.009083135.00146.00115.00.321.54130.0076180701200ATNL100310500648.42279.00319.009083135.00146.00115.00.321.54130.0076180701200ATNL100310500658.56275.00299.008685128.00160.00119.00.341.60141.0076180701200ATNL100310500668.56275.00299.008685128.00160.00119.00.341.60141.0076180701200ATNL100310500678.56275.00299.008685128.00160.00119.00.341.60141.0076180701200ATNL100310500688.56275.00299.008685128.00160.00119.00.341.60141.0076180701200ATNL100310500698.32259.00288.008687128.00154.00125.00.361.68146.0076180701200ATNL100310500708.32259.00288.008687128.00154.00125.00.361.68146.0076180701200ATNL100310500718.32259.00288.008687128.00154.00125.00.361.68146.00761807012002 of 5
2326Customer:WM GREAT OAK Destination:GEORGETOWNTEX 08M3/26/2019ASTMD5261D4833 D6241 D4751 D4355Method Average WeightAverage Grab Tensile(MD)Average Grab Tensile(CD)Average Elongation (MD)Average Elongation (CD)Average Trap Tear (MD)Average TRAP Tear (CD)Water Flow Rate Permeab. Permitiv. PunctureAverage CBR PunctureApparent Opening Size UV Resist % Retained @ 500 hrs Roll Length Units oz / yd2Lbs Lbs % % Lbs Lbs gpm / ft2cm / sec sec-1Lbs Units: Lbs sieve * % ret. FTOA # / PROJECT: D4491D4533D4632Item Code/DescriptionDATE: ATNL100310500728.32259.00288.008687128.00154.00125.00.361.68146.0076180701200ATNL100310500738.21299.00325.009183127.00146.00125.00.351.68138.0080180701200ATNL100310500748.21299.00325.009183127.00146.00125.00.351.68138.0080180701200ATNL100310500758.21299.00325.009183127.00146.00125.00.351.68138.0080180701200ATNL100310500768.21299.00325.009183127.00146.00125.00.351.68138.0080180701200ATNL100310500778.67275.00319.008786114.00165.00122.00.361.64141.0080180701200ATNL100310500788.67275.00319.008786114.00165.00122.00.361.64141.0080180701200ATNL100310500798.67275.00319.008786114.00165.00122.00.361.64141.0080180701200ATNL100310500808.67275.00319.008786114.00165.00122.00.361.64141.0080180701200ATNL100310500818.42285.00336.009185117.00155.00139.00.431.87139.0080180701200ATNL100310500828.42285.00336.009185117.00155.00139.00.431.87139.0080180701200ATNL100310500838.42285.00336.009185117.00155.00139.00.431.87139.0080180701200ATNL100310500848.42285.00336.009185117.00155.00139.00.431.87139.0080180701200ATNL100310500858.21258.00312.008992131.00173.00120.00.341.60130.0080180701200ATNL100310500868.21258.00312.008992131.00173.00120.00.341.60130.0080180701200ATNL100310500878.21258.00312.008992131.00173.00120.00.341.60130.0080180701200ATNL100310500888.21258.00312.008992131.00173.00120.00.341.60130.0080180701200ATNL100310500898.45286.00343.009695135.00188.00119.00.401.59145.007818070912ATNL100310500918.45286.00343.009695135.00188.00119.00.401.59145.0078180701200ATNL100310500928.45286.00343.009695135.00188.00119.00.401.59145.0078180701200ATNL100310500938.45286.00343.009695135.00188.00119.00.401.59145.0078180701200ATNL100310500948.45286.00343.009695135.00188.00119.00.401.59145.0078180701200ATNL100310500958.38290.00321.009690132.00183.00109.00.341.46142.0078180701200ATNL100310500968.38290.00321.009690132.00183.00109.00.341.46142.0078180701200ATNL100310500978.38290.00321.009690132.00183.00109.00.341.46142.0078180701200ATNL100310500988.38290.00321.009690132.00183.00109.00.341.46142.0078180701200ATNL100310500998.45277.00337.008582135.00179.00109.00.301.47138.0078180701200ATNL100310501008.45277.00337.008582135.00179.00109.00.301.47138.0078180701200ATNL100310501018.45277.00337.008582135.00179.00109.00.301.47138.0078180701200ATNL100310501028.45277.00337.008582135.00179.00109.00.301.47138.0078180701200ATNL100310501038.40284.00308.008385142.00191.00108.00.311.45140.0078180701200ATNL100310501048.40284.00308.008385142.00191.00108.00.311.45140.0078180701200ATNL100310501058.40284.00308.008385142.00191.00108.00.311.45140.0078180701200ATNL100310501068.40284.00308.008385142.00191.00108.00.311.45140.0078180701200ATNL100310501078.37273.00321.008687150.00186.00118.00.331.59136.007818070750ATNL100310501098.37273.00321.008687150.00186.00118.00.331.59136.0078180701200ATNL100310501108.37273.00321.008687150.00186.00118.00.331.59136.00781807012003 of 5
2326Customer:WM GREAT OAK Destination:GEORGETOWNTEX 08M3/26/2019ASTMD5261D4833 D6241 D4751 D4355Method Average WeightAverage Grab Tensile(MD)Average Grab Tensile(CD)Average Elongation (MD)Average Elongation (CD)Average Trap Tear (MD)Average TRAP Tear (CD)Water Flow Rate Permeab. Permitiv. PunctureAverage CBR PunctureApparent Opening Size UV Resist % Retained @ 500 hrs Roll Length Units oz / yd2Lbs Lbs % % Lbs Lbs gpm / ft2cm / sec sec-1Lbs Units: Lbs sieve * % ret. FTOA # / PROJECT: D4491D4533D4632Item Code/DescriptionDATE: ATNL100310501118.27262.00324.008385144.00202.00112.00.311.51155.0083980701200ATNL100310501128.27262.00324.008385144.00202.00112.00.311.51155.0083980701200ATNL100310501138.27262.00324.008385144.00202.00112.00.311.51155.0083980701200ATNL100310501148.27262.00324.008385144.00202.00112.00.311.51155.0083980701200ATNL100310501158.20303.00271.008181142.00186.00118.00.331.59140.0083980701200ATNL100310501168.20303.00271.008181142.00186.00118.00.331.59140.0083980701200ATNL100310501178.20303.00271.008181142.00186.00118.00.331.59140.0083980701200ATNL100310501188.20303.00271.008181142.00186.00118.00.331.59140.0083980701200ATNL100310501198.65251.00315.008085110.00147.00105.00.331.40145.0083980701200ATNL100310501208.65251.00315.008085110.00147.00105.00.331.40145.0083980701200ATNL100310501218.65251.00315.008085110.00147.00105.00.331.40145.0083980701200ATNL100310501228.65251.00315.008085110.00147.00105.00.331.40145.0083980701200ATNL100310501238.32269.00320.008184108.00131.00112.00.331.49161.0083980701200ATNL100310501248.32269.00320.008184108.00131.00112.00.331.49161.0083980701200ATNL100310501258.32269.00320.008184108.00131.00112.00.331.49161.0083980701200ATNL100310501268.32269.00320.008184108.00131.00112.00.331.49161.0083980701200ATNL100310501278.47284.00304.008381142.00202.00119.00.341.59145.0083980701200ATNL100310501288.47284.00304.008381142.00202.00119.00.341.59145.0083980701200ATNL100310501298.47284.00304.008381142.00202.00119.00.341.59145.0083980701200ATNL100310501308.47284.00304.008381142.00202.00119.00.341.59145.0083980701200ATNL100310501318.23284.00311.008382110.00131.00101.00.301.36129.0083980701200ATNL100310501328.23284.00311.008382110.00131.00101.00.301.36129.0083980701200ATNL100310501338.23284.00311.008382110.00131.00101.00.301.36129.0083980701200ATNL100310501348.23284.00311.008382110.00131.00101.00.301.36129.0083980701200ATNL100310501358.28283.00317.008789109.00133.00125.00.361.68164.0082980701200ATNL100310501368.28283.00317.008789109.00133.00125.00.361.68164.0082980701200ATNL100310501378.28283.00317.008789109.00133.00125.00.361.68164.008298070580ATNL100310501388.28283.00317.008789109.00133.00125.00.361.68164.0082980701200ATNL100310501398.31278.00298.008594118.00141.00119.00.361.59139.0082980701125ATNL100310501418.31278.00298.008594118.00141.00119.00.361.59139.0082980701200ATNL100310501428.31278.00298.008594118.00141.00119.00.361.59139.0082980701200ATNL100310501438.31278.00298.008594118.00141.00119.00.361.59139.0082980701200ATNL100310501448.21282.00314.008885113.00139.00121.00.351.62143.0082980701200ATNL100310501458.21282.00314.008885113.00139.00121.00.351.62143.0082980701200ATNL100310501468.21282.00314.008885113.00139.00121.00.351.62143.0082980701200ATNL100310501478.21282.00314.008885113.00139.00121.00.351.62143.0082980701200ATNL100310501488.82293.00341.008689137.00171.00108.00.321.45136.00829807012004 of 5
2326Customer:WM GREAT OAK Destination:GEORGETOWNTEX 08M3/26/2019ASTMD5261D4833 D6241 D4751 D4355Method Average WeightAverage Grab Tensile(MD)Average Grab Tensile(CD)Average Elongation (MD)Average Elongation (CD)Average Trap Tear (MD)Average TRAP Tear (CD)Water Flow Rate Permeab. Permitiv. PunctureAverage CBR PunctureApparent Opening Size UV Resist % Retained @ 500 hrs Roll Length Units oz / yd2Lbs Lbs % % Lbs Lbs gpm / ft2cm / sec sec-1Lbs Units: Lbs sieve * % ret. FTOA # / PROJECT: D4491D4533D4632Item Code/DescriptionDATE: ATNL100310501498.82293.00341.008689137.00171.00108.00.321.45136.0082980701200ATNL100310501508.82293.00341.008689137.00171.00108.00.321.45136.0082980701200ATNL100310501518.82293.00341.008689137.00171.00108.00.321.45136.0082980701200ATNL100310501528.58293.00312.008789132.00168.00120.00.351.60139.0082980701200ATNL100310501538.58293.00312.008789132.00168.00120.00.351.60139.0082980701200ATNL100310501548.58293.00312.008789132.00168.00120.00.351.60139.0082980701200ATNL100310501558.58293.00312.008789132.00168.00120.00.351.60139.0082980701200ATNL100310501568.28292.00320.009290149.00173.00123.00.361.65142.0082980701200MIN 8.20 251.00 271.00 78.00 81.00 108.00 131.00 101.00 .30 1.36 121.00 761.00 80.00 70.00150 rollsFor Questions, Please Contact: Lab Manager, Agru Andrews* UV test results are based on test performedMark Lockliear3/26/2019at TRI Environmental Laboratory on similarweight products with the same raw materialcomponents per ASTM D-4355Mark Lockliear, Lab Manager, Agru Andrews5 of 5
Product:
MARLEX HHM 5502BN POLYETHYLENE in Bulk
Lot Number: CJB610632 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.33 g/10min
Density D1505 0.9552 g/cm3____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
KEVIN AYRES
QUALITY ASSURANCE SUPERINTENDENT
For CoA questions contact Patricia Royall at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 02/16/2018
Delivery #: 89613899
Page 1 of 1
PO #: 012525
Weight: 199800.000 LB
Ship Date: 02/16/2018
Package: BULK
Mode: Hopper Car
Car #: HCBX001300
Seal No: 119391
Shipped To:
Certificate of Analysis
Ref. : WM Great Oak LF Cell 3, NC
Customer P.O. # 1126124428Product : TN 350-2-8
Test Method Unit Value Qualifier
ASTM D 5199 mil 250 MAV6
ASTM D 4218 % 2.0 - 3.0 Range
ASTM D 12382 g/10 min 1.0 Maximum
ASTM D 1505 g/cm3 0.94 MAV
ASTM D 7005 lb/in 1.0 MAV
ASTM D 4716 m2/sec 4.2 x 10
-4 MAV
ASTM D 5261 oz/yd2 8.0 MARV5
ASTM D 4632 lbs 200 MARV
ASTM D 4632 % 50 MARV
ASTM D 4833 lbs 80 MARV
ASTM D 4491 cm/sec 0.0002 MARV
ASTM D 4751 US Sieve 80 MaxARV
ASTM D 4355 %/hrs 70/500 MARV
Notes:
1.
2.
3.
4.
5.
6.
We hereby certify that the TN 350-2-8 drainage geocomposite, meets or exceeds the project requirements as
stated in the specifications. The properties listed in this section are:
Transmissivity1
Geotextile3 & 4
June 19, 2019
Ply Adhesion
Grab Strength
Grab Elongation
Thickness
Density
Composite
Carbon Black
Melt Flow
Property
Fabric Weight
Geonet3
Geotextile and Geonet properties are prior to lamination.
Geotextile data is provided by the supplier.
MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97.5% of all
the test data.
Rajesh Patel
Puncture Resistance
Condition 190/2.16
Waste Management
Rajesh PatelQA Manager
UV Resistance
Permeability
AOS
Minium average value
Transmissivity measured using water at 21 +2 o C (70 +4 oF) with a gradient of 0.1 and a confining pressure of 21,120
psf between soil and geomembrane after 100 hours.
Sincerely,
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:Project :Side "A" Side "B"90081010001 3.86 3.18 1.14 x 10⁻³ GPLX 077137 0.9528 359 2.67900810100023.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100033.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100043.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100053.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100063.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100073.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100083.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100093.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100103.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100113.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100123.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100133.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100143.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100153.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100163.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100173.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100183.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.67900810100193.86 3.18 1.14 x 10⁻³GPLX 077137 0.9528359 2.6790081010020 4.32 3.551.14 x 10⁻³GPLX 077137 0.9532 368 2.37900810100214.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100224.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100234.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100244.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37Ply Adhesion (lb/in) We hereby certify the following test results for the above referenced product/project :WM Great Oak LF Cell 3, NCResin Lot NumberCarbon Black (%) GeonetRoll NumberThickness (mils) Transmissivity (m2/sec)Density (g/cm3)TN 350-2-8GeocompositeTransmissivity (m2/sec) 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:Project :Side "A" Side "B"Ply Adhesion (lb/in) We hereby certify the following test results for the above referenced product/project :WM Great Oak LF Cell 3, NCResin Lot NumberCarbon Black (%) GeonetRoll NumberThickness (mils) Transmissivity (m2/sec)Density (g/cm3)TN 350-2-8GeocompositeTransmissivity (m2/sec)900810100254.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100264.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100274.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100284.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100294.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100304.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100314.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100324.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100334.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100344.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100354.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100364.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100374.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100384.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.37900810100394.32 3.55 1.14 x 10⁻³GPLX 077137 0.9532368 2.3790081010040 3.21 3.611.14 x 10⁻³GPLX 077137 0.9534 374 2.34900810100413.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100423.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100433.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100443.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100453.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100463.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100473.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100483.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:Project :Side "A" Side "B"Ply Adhesion (lb/in) We hereby certify the following test results for the above referenced product/project :WM Great Oak LF Cell 3, NCResin Lot NumberCarbon Black (%) GeonetRoll NumberThickness (mils) Transmissivity (m2/sec)Density (g/cm3)TN 350-2-8GeocompositeTransmissivity (m2/sec)900810100493.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100503.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100513.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100523.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100533.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100543.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100553.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100563.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100573.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100583.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.34900810100593.21 3.61 1.14 x 10⁻³GPLX 077137 0.9534374 2.3490081010060 3.57 2.991.14 x 10⁻³GPLX 077137 0.9530 367 2.68900810100613.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100623.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100633.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100643.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100653.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100663.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100673.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100683.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100693.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100703.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100713.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100723.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:Project :Side "A" Side "B"Ply Adhesion (lb/in) We hereby certify the following test results for the above referenced product/project :WM Great Oak LF Cell 3, NCResin Lot NumberCarbon Black (%) GeonetRoll NumberThickness (mils) Transmissivity (m2/sec)Density (g/cm3)TN 350-2-8GeocompositeTransmissivity (m2/sec)900810100733.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100743.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100753.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100763.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100773.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100783.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.68900810100793.57 2.99 1.14 x 10⁻³GPLX 077137 0.9530367 2.6890081010080 2.79 3.711.14 x 10⁻³GPLX 077137 0.9536 362 2.33900810100812.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100822.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100832.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100842.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100852.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100862.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100872.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100882.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100892.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100902.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100912.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100922.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100932.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100942.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100952.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100962.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:Project :Side "A" Side "B"Ply Adhesion (lb/in) We hereby certify the following test results for the above referenced product/project :WM Great Oak LF Cell 3, NCResin Lot NumberCarbon Black (%) GeonetRoll NumberThickness (mils) Transmissivity (m2/sec)Density (g/cm3)TN 350-2-8GeocompositeTransmissivity (m2/sec)900810100972.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100982.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.33900810100992.79 3.71 1.14 x 10⁻³GPLX 077137 0.9536362 2.3390081010100 3.65 2.841.14 x 10⁻³GPLX 077137 0.9529 378 2.52900810101013.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101023.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101033.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101043.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101053.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101063.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101073.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101083.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101093.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101103.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101113.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101123.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101133.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101143.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101153.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101163.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101173.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101183.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.52900810101193.65 2.84 1.14 x 10⁻³GPLX 077137 0.9529378 2.5290081010120 4.04 2.901.14 x 10⁻³GPLX 077137 0.9535 371 2.49 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:Project :Side "A" Side "B"Ply Adhesion (lb/in) We hereby certify the following test results for the above referenced product/project :WM Great Oak LF Cell 3, NCResin Lot NumberCarbon Black (%) GeonetRoll NumberThickness (mils) Transmissivity (m2/sec)Density (g/cm3)TN 350-2-8GeocompositeTransmissivity (m2/sec)900810101214.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101224.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101234.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101244.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101254.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101264.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101274.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101284.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101294.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101304.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101314.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101324.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101334.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101344.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101354.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101364.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101374.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101384.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.49900810101394.04 2.90 1.14 x 10⁻³GPLX 077137 0.9535371 2.4990081010140 3.08 3.661.14 x 10⁻³GPLX 077137 0.9533 363 2.63900810101413.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101423.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101433.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101443.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:Project :Side "A" Side "B"Ply Adhesion (lb/in) We hereby certify the following test results for the above referenced product/project :WM Great Oak LF Cell 3, NCResin Lot NumberCarbon Black (%) GeonetRoll NumberThickness (mils) Transmissivity (m2/sec)Density (g/cm3)TN 350-2-8GeocompositeTransmissivity (m2/sec)900810101453.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101463.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101473.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101483.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101493.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101503.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101513.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101523.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101533.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101543.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101553.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101563.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101573.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101583.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.63900810101593.08 3.66 1.14 x 10⁻³GPLX 077137 0.9533363 2.6390081010160 4.25 3.721.14 x 10⁻³GPLX 077137 0.9527 376 2.53900810101614.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101624.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101634.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101644.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101654.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101664.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101674.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101684.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:Project :Side "A" Side "B"Ply Adhesion (lb/in) We hereby certify the following test results for the above referenced product/project :WM Great Oak LF Cell 3, NCResin Lot NumberCarbon Black (%) GeonetRoll NumberThickness (mils) Transmissivity (m2/sec)Density (g/cm3)TN 350-2-8GeocompositeTransmissivity (m2/sec)900810101694.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101704.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101714.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101724.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101734.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101744.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101754.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101764.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101774.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101784.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.53900810101794.25 3.72 1.14 x 10⁻³GPLX 077137 0.9527376 2.5390081010180 4.42 3.691.14 x 10⁻³GPLX 077137 0.9531 361 2.29900810101814.42 3.69 1.14 x 10⁻³GPLX 077137 0.9531361 2.29900810101824.42 3.69 1.14 x 10⁻³GPLX 077137 0.9531361 2.29900810101834.42 3.69 1.14 x 10⁻³GPLX 077137 0.9531361 2.29900810101844.42 3.69 1.14 x 10⁻³GPLX 077137 0.9531361 2.29900810101854.42 3.69 1.14 x 10⁻³GPLX 077137 0.9531361 2.29900810101864.42 3.69 1.14 x 10⁻³GPLX 077137 0.9531361 2.29900810101874.42 3.69 1.14 x 10⁻³GPLX 077137 0.9531361 2.29900810101884.42 3.69 1.14 x 10⁻³GPLX 077137 0.9531361 2.29900810101894.42 3.69 1.14 x 10⁻³GPLX 077137 0.9531361 2.29900810101904.42 3.69 1.14 x 10⁻³GPLX 077137 0.9531361 2.29 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Customer Name :Waste ManagementProject Name :WM Great Oak LF Cell 3, NCGeocomposite Manufacturer :SKAPS IndustriesGeocomposite Production Plant :Commerce, GAGeocomposite Brand Name :TN 350-2-8Density ASTM D1505g/cm30.9550 0.9527Melt flow IndexASTM D1238(a)g/10 min 0.32 0.33(a) Condition 190/2.16* Data from SKAPS Quality ControlPOLYETHYLENE RESIN CERTIFICATIONTested Value*Property We hereby certify the following test results for the above referenced product/project:UnitsResin Lot NumberResin ManufacturerChevron Phillips Chemical CompanyTest MethodResin Manufacturer ValueGPLX 077137 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:TN 350-2-8Project :WM Great Oak LF Cell 3, NCSide A 8.50 233 68 238 82 135 80 0.43Side B 8.46 228 67 230 81 133 80 0.41Side A 8.37 227 70 240 76 137 80 0.43Side B 8.31 234 65 235 79 136 80 0.41Side A 8.57 231 72 242 77 139 80 0.41Side B 8.25 229 75 234 78 130 80 0.43Side A 8.36 235 74 245 85 131 80 0.43Side B 8.13 230 73 243 84 140 80 0.41Side A 8.58 232 71 233 75 132 80 0.43Side B 8.41 225 66 237 83 134 80 0.4190081010080900810101209008101004090081010001GEOCOMP ROLL#Geotextile Certification We hereby certify the following test results for the above referenced product/project :PERM-ABL cm/secAOS us sieveGRAB lbs. (XMD)GRAB ELG % (XMD)PUNCTURE lbs.90081010160GRAB lbs. (MD)GRAB ELG % (MD)WEIGHT oz/yd2FABRIC SIDE 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
SKAPS Industries
571 Industrial Parkway
Commerce, GA 30529
Phone: [phone]
Fax: [phone]
www.skaps.com

Date: June 19, 2019

To

Jarrod Timmons
SCS Engineers
2520 Whitehall Park Drive, Suite 450
Charlotte, NC 28273

Sub: UV Resistance Certification for SKAPS TN 350-2-8

Ref: WM Great Oak LF Cell 3, NC (PO # 1126124428)

This letter is in reference to the SKAPS Industries geocomposite being supplied to the above referenced
project. SKAPS Industries send samples for UV testing at third party laboratory. All SKAPS geotextiles
are manufactured from same resin formulations and fiber specifications on same set of nonwoven
production lines. SKAPS does not perform project specific UV testing since resin formulation and fiber
formulation are constant for every manufactured nonwoven needle punched geotextile

Based on third party testing for identical formulation, SKAPS Industries certifies that the nonwoven
geotextile used to manufacture geocomposite TN 350-2-8 will retain more than 70% of their strength
characteristics after 500 hours of UV exposure per ASTM D 4355.

Regards,

Rajesh Patel
Quality Assurance Manager
TRI / Environmental, Inc.
A Texas Research International Company
Material: Skaps TN 220-2-8 Double Sided Geocomposite
Sample Identification: 360510068 GEOTEXTILE COMPONENT - SIDE A
TRI Log #: E2341-08-02
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
12345 6 78910
Mass/Unit Area (ASTM D 5261)
5 in diameter Circle - Mass (grams) 3.96 4.18 3.75 3.96 3.85 3.98 3.79 3.41 3.71 3.69 3.83 0.21
Mass/unit area (oz./sq. yd.) 9.21 9.72 8.72 9.21 8.96 9.26 8.82 7.93 8.63 8.58 8.90 0.49 8.0 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 234 295 268 259 266 264 343 285 334 344 289 39 160 min
TD - Tensile Strength (lbs) 272 271 249 304 303 291 328 245 341 313 292 32 160 min
MD - Elong. @ Max. Load (%) 80.7 91.3 88.0 82.0 84.0 104 108 109 119 115 98 14
TD - Elong. @ Max. Load (%) 83.3 87.3 88.7 95.3 89.3 107 102 117 118 111 100 13
Trapezoidal Tear (ASTM D 4533)
MD - Tear Strength (lbs) 101 113 93.2 140 88 154 137 126 144 115 121 23
TD - Tear Strength (lbs) 101 96.5 114 105 114 117 115 101 111 154 113 16
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 159 128 140 141 110 147 184 136 145 157 144 17 80 min
129 138 151 152 144
Apparent Opening Size (ASTM D 4751)
Opening Size Diameter (mm) 0.103 0.133 0.101 0.103 0.097 0.107 0.015 0.3 max
Sieve No. 140 100 140 140 140 120
UV Resistance (ASTM D 4355)
Strength Retained measured via strip tensile (ASTM D 5035)PERCENT
RETAINED
MD - Tensile Strength (lbs) - B 197 206 211 225 218 211 11
MD - Tensile Strength (ppi) - B 98.6 103 106 113 109 106 5
MD - Tensile Strength (kN/m) - B 17.3 18.1 18.5 19.7 19.1 18.5 0.9
MD - Tensile Strength (lbs) - E 171 216 146 200 210 189 29
MD - Tensile Strength (ppi) - E 85.4 108 73.1 100 105 94 15
MD - Tensile Strength (kN/m) - E 15.0 18.9 12.8 17.5 18.4 16.5 2.6 89
TD - Tensile Strength (lbs) - B 260 283 207 230 244 245 29
TD - Tensile Strength (ppi) - B 130 142 104 115 122 122 14
TD - Tensile Strength (kN/m) - B 22.8 24.8 18.1 20.2 21.4 21.4 2.5
TD - Tensile Strength (lbs) - E 240 200 211 174 183 201 26
TD - Tensile Strength (ppi) - E 120 100 106 87.1 91.3 101 13
TD - Tensile Strength (kN/m) - E 21.0 17.5 18.5 15.3 16.0 17.6 2.3 82
MD - Elong. @ Max. Load (%) - B 75 77 97 86 95 86 10
MD - Elong. @ Max. Load (%) - E 61 75 70 67 72 69 5 80
TD - Elong. @ Max. Load (%) - B 115 112 127 123 114 118 7
TD - Elong. @ Max. Load (%) - E 84 72 82 94 86 84 8 71
B - Baseline Unexposed
E - Exposed for 500 hours of ASTM D 4355 Cycle
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.
TRI Client: Republic Services
Project: Timberlands Landfill
GEOCOMPOSITE TEST RESULTS
page 16 of 19
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix D-2
CQA Conformance Testing Results

Sample number corrected
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Mangement, Inc.
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]: [e-mail]: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45330
Material(s) Tested:Seven, Agru 8 oz Nonwoven Geotextile Component of Geocomposite(s)
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
Laboratory Manager
Geosynthetic Services Divisionwww.GeosyntheticTesting.com
*Signature is on file
March 28, 2019
April 10, 2019
Page 1 of 8
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050002
TRI Log #: 45330
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)4.31 3.78 3.63 3.98 3.70 3.87 4.47 3.98 3.85 3.84 3.94 0.26
Mass/Unit Area (oz/sq.yd)10.03 8.79 8.44 9.26 8.61 9.00 10.40 9.26 8.96 8.93 9.17 0.61
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)331 262 336 259 340 319 277 266 307 325 302 33
TD - Tensile Strength (lbs)383 327 319 359 302 326 378 386 378 335 349 31
MD - Elong. @ Max. Load (%)85 78 95 79 75 75 78 78 97 88 83 8
TD - Elong. @ Max. Load (%)90 81 83 90 93 84 83 85 96 85 87 5
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)173 125 130 143 156 145 19
Apparent Opening Size (ASTM D 4751, Method B.)
Opening Size Diameter (mm)0.170 0.136 0.132 0.126 0.136 0.140 0.017
Sieve No.70 100 100 100 100 100
Permittivity (ASTM D 4491,Method C: 2-inch Dia.)
Thickness ( mil)88 89 93 89 97 87 98 92 86 99 91.8 4.8
Thickness ( mm)2.24 2.26 2.36 2.26 2.46 2.21 2.49 2.34 2.18 2.51 2.33 0.12
Permittivity (Sec-1)1.79 1.06 1.01 0.89 1.11 1.07 1.35 1.23 1.23 0.92 1.17 0.26
Permittivity (GPM/ft2)133.9 79.3 75.5 66.6 83.0 80.0 101.0 92.0 92.0 68.8 87.2 19.6
Flow rate (LPM/m2)5455 3231 3078 2712 3383 3261 4114 3749 3749 2804 3554 797
Permittivity (cm/sec)0.400 0.240 0.239 0.201 0.273 0.236 0.336 0.287 0.269 0.231 0.271 0.059
MD Machine Direction TD Transverse Direction
Page 2 of 8
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050007
TRI Log #: 45330
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)4.11 3.53 3.79 3.93 4.19 3.08 4.12 3.55 4.30 3.74 3.83 0.37
Mass/Unit Area (oz/sq.yd)9.56 8.21 8.82 9.14 9.75 7.16 9.58 8.26 10.00 8.70 8.92 0.87
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)356 288 286 287 306 376 293 302 252 337 308 38
TD - Tensile Strength (lbs)322 334 347 350 323 335 297 300 310 296 322 20
MD - Elong. @ Max. Load (%)96 87 85 83 82 77 86 83 76 85 84 6
TD - Elong. @ Max. Load (%)91 78 86 86 89 90 83 81 83 89 85 4
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)150 150 180 138 132 150 18
MD Machine Direction TD Transverse Direction
Page 3 of 8
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050012
TRI Log #: 45330
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)3.89 3.82 3.83 3.95 4.29 4.23 3.92 3.96 3.72 3.52 3.91 0.22
Mass/Unit Area (oz/sq.yd)9.05 8.89 8.91 9.19 9.98 9.84 9.12 9.21 8.65 8.19 9.10 0.52
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)256 264 327 332 349 327 292 293 294 336 307 32
TD - Tensile Strength (lbs)280 324 349 389 330 344 316 351 351 387 342 32
MD - Elong. @ Max. Load (%)78 85 89 88 75 83 81 82 84 72 82 5
TD - Elong. @ Max. Load (%)88 85 83 91 84 82 91 84 79 93 86 5
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)143 143 145 173 139 149 14
MD Machine Direction TD Transverse Direction
Page 4 of 8
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050022
TRI Log #: 45330
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)4.18 4.31 3.89 4.18 3.87 4.14 4.02 4.14 4.08 3.63 4.04 0.20
Mass/Unit Area (oz/sq.yd)9.72 10.03 9.05 9.72 9.00 9.63 9.35 9.63 9.49 8.44 9.41 0.46
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)305 323 304 279 318 336 311 302 268 362 311 27
TD - Tensile Strength (lbs)252 357 384 286 394 359 318 352 338 320 336 44
MD - Elong. @ Max. Load (%)75 89 86 81 80 80 74 90 84 79 82 5
TD - Elong. @ Max. Load (%)83 82 82 86 87 82 81 87 87 90 85 3
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)141 210 193 178 186 182 26
MD Machine Direction TD Transverse Direction
Page 5 of 8
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050028
TRI Log #: 45330
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)3.71 3.74 3.53 3.73 3.64 3.49 3.77 3.82 4.24 4.10 3.78 0.23
Mass/Unit Area (oz/sq.yd)8.63 8.70 8.21 8.68 8.47 8.12 8.77 8.89 9.86 9.54 8.79 0.54
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)317 335 287 285 288 264 328 254 278 310 295 27
TD - Tensile Strength (lbs)377 322 332 346 242 323 351 338 329 294 325 36
MD - Elong. @ Max. Load (%)95 88 85 82 76 84 91 82 81 88 85 5
TD - Elong. @ Max. Load (%)84 90 82 87 89 91 85 85 85 87 87 3
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)121 170 177 148 132 150 24
MD Machine Direction TD Transverse Direction
Page 6 of 8
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050033
TRI Log #: 45330
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)4.26 4.16 4.43 4.16 3.52 3.84 4.10 4.14 4.09 4.28 4.10 0.25
Mass/Unit Area (oz/sq.yd)9.91 9.68 10.30 9.68 8.19 8.93 9.54 9.63 9.51 9.96 9.53 0.59
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)294 299 318 284 329 353 333 334 308 320 317 21
TD - Tensile Strength (lbs)319 336 381 369 327 289 327 361 389 418 351 39
MD - Elong. @ Max. Load (%)82 87 86 81 86 76 84 83 88 77 83 4
TD - Elong. @ Max. Load (%)85 74 83 91 89 78 83 88 87 91 85 6
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)174 173 156 181 147 166 14
MD Machine Direction TD Transverse Direction
Page 7 of 8
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050039
TRI Log #: 45330
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)3.81 3.66 3.93 3.23 4.22 3.76 3.56 3.83 3.72 3.83 3.76 0.25
Mass/Unit Area (oz/sq.yd)8.86 8.51 9.14 7.51 9.82 8.75 8.28 8.91 8.65 8.91 8.73 0.59
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)252 290 274 286 322 376 279 263 264 320 292 37
TD - Tensile Strength (lbs)305 337 415 276 312 372 366 320 286 317 331 43
MD - Elong. @ Max. Load (%)83 95 85 85 85 87 88 87 93 77 87 5
TD - Elong. @ Max. Load (%)92 88 90 88 92 95 91 86 83 97 90 4
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)139 129 173 159 153 151 17
MD Machine Direction TD Transverse Direction
Page 8 of 8
Sample number corrected
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Mangement, Inc.
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]: [e-mail]: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45357
Material(s) Tested:Nine, Agru 8 oz Nonwoven Geotextile Component of Geocomposite(s)
Test(s) Requested:Mass/Unit Area (ASTM D 5261)
Grab Tensile (ASTM D 4632)Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
March 28, 2019
April 10, 2019
Page 1 of 10
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050044
TRI Log #: 45357
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)3.57 3.58 3.95 3.81 3.88 4.10 3.98 3.57 3.61 3.76 3.78 0.19
Mass/Unit Area (oz/sq.yd)8.30 8.33 9.19 8.86 9.02 9.54 9.26 8.30 8.40 8.75 8.79 0.45
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)254 349 286 248 401 292 225 321 246 339 296 56
TD - Tensile Strength (lbs)371 340 414 343 355 262 384 294 386 380 353 46
MD - Elong. @ Max. Load (%)81 112 95 95 95 87 82 103 98 102 95 10
TD - Elong. @ Max. Load (%)109 110 98 92 101 116 113 103 102 103 105 7
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)142 142 138 155 139 143 7
MD Machine Direction TD Transverse Direction
Page 2 of 10
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050049
TRI Log #: 45357
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)3.60 3.26 3.55 3.79 3.53 3.78 3.91 4.05 3.60 3.18 3.63 0.27
Mass/Unit Area (oz/sq.yd)8.37 7.58 8.26 8.82 8.21 8.79 9.09 9.42 8.37 7.40 8.43 0.63
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)309 295 287 254 324 284 270 305 302 339 297 25
TD - Tensile Strength (lbs)322 310 368 414 361 289 357 397 336 369 352 39
MD - Elong. @ Max. Load (%)92 107 95 100 105 96 97 98 111 87 99 7
TD - Elong. @ Max. Load (%)107 115 109 95 108 99 120 100 97 106 106 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)128 138 154 123 144 137 12
MD Machine Direction TD Transverse Direction
Page 3 of 10
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050054
TRI Log #: 45357
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)3.96 3.77 4.37 4.23 4.09 4.02 3.67 3.87 3.70 3.74 3.94 0.24
Mass/Unit Area (oz/sq.yd)9.21 8.77 10.16 9.84 9.51 9.35 8.54 9.00 8.61 8.70 9.17 0.55
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)310 319 296 301 356 258 264 319 340 347 311 33
TD - Tensile Strength (lbs)378 349 345 333 378 364 377 302 334 297 346 30
MD - Elong. @ Max. Load (%)88 118 93 99 109 100 102 99 101 93 100 9
TD - Elong. @ Max. Load (%)113 104 95 101 103 113 111 88 99 99 103 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)207 168 150 185 151 172 24
MD Machine Direction TD Transverse Direction
Page 4 of 10
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050059
TRI Log #: 45357
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)4.08 4.09 4.13 4.04 4.00 3.64 3.74 3.50 3.25 3.69 3.82 0.30
Mass/Unit Area (oz/sq.yd)9.49 9.51 9.61 9.40 9.30 8.47 8.70 8.14 7.56 8.58 8.88 0.69
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)308 255 261 222 345 346 293 304 264 302 290 40
TD - Tensile Strength (lbs)367 305 335 362 318 359 318 352 338 320 337 22
MD - Elong. @ Max. Load (%)97 81 102 89 89 95 96 93 94 95 93 6
TD - Elong. @ Max. Load (%)101 106 87 97 103 111 107 97 96 95 100 7
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)163 146 142 151 147 150 8
MD Machine Direction TD Transverse Direction
Page 5 of 10
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050064
TRI Log #: 45357
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)4.02 3.96 4.15 3.74 3.57 3.58 3.36 3.86 4.87 4.13 3.92 0.42
Mass/Unit Area (oz/sq.yd)9.35 9.21 9.65 8.70 8.30 8.33 7.82 8.98 11.33 9.61 9.13 0.98
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)309 278 256 313 347 334 334 257 293 283 300 32
TD - Tensile Strength (lbs)335 349 443 344 317 345 376 391 288 311 350 44
MD - Elong. @ Max. Load (%)91 95 84 96 85 87 107 91 89 90 92 7
TD - Elong. @ Max. Load (%)95 90 103 95 102 112 97 89 91 91 97 7
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)160 116 163 145 144 146 19
MD Machine Direction TD Transverse Direction
Page 6 of 10
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050074
TRI Log #: 45357
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)3.63 3.66 3.72 3.76 3.62 3.73 4.10 3.95 4.09 4.04 3.83 0.19
Mass/Unit Area (oz/sq.yd)8.44 8.51 8.65 8.75 8.42 8.68 9.54 9.19 9.51 9.40 8.91 0.45
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)350 355 306 358 311 260 287 304 311 324 316 31
TD - Tensile Strength (lbs)367 349 358 347 326 315 378 317 335 272 336 31
MD - Elong. @ Max. Load (%)91 115 95 97 93 98 101 92 95 93 97 7
TD - Elong. @ Max. Load (%)113 107 99 95 89 105 104 80 92 91 97 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)127 141 134 137 138 136 5
MD Machine Direction TD Transverse Direction
Page 7 of 10
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050079
TRI Log #: 45357
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)3.97 4.20 4.30 4.06 3.66 3.82 3.70 4.14 3.66 3.91 3.94 0.23
Mass/Unit Area (oz/sq.yd)9.23 9.77 10.00 9.44 8.51 8.89 8.61 9.63 8.51 9.09 9.17 0.54
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)317 304 328 320 259 298 342 290 291 291 304 24
TD - Tensile Strength (lbs)314 366 359 402 363 313 367 359 341 277 346 36
MD - Elong. @ Max. Load (%)87 107 103 97 104 101 119 99 99 89 100 9
TD - Elong. @ Max. Load (%)105 109 97 101 96 99 111 93 102 105 102 6
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)138 115 156 143 153 141 16
Page 8 of 10
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050084
TRI Log #: 45357
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)3.86 4.08 4.51 3.77 3.79 3.53 4.15 3.75 4.14 3.81 3.94 0.28
Mass/Unit Area (oz/sq.yd)8.98 9.49 10.49 8.77 8.82 8.21 9.65 8.72 9.63 8.86 9.16 0.65
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)285 306 348 290 282 354 344 328 301 252 309 33
TD - Tensile Strength (lbs)396 370 369 311 276 326 373 315 338 383 346 38
MD - Elong. @ Max. Load (%)99 106 119 96 77 109 101 105 104 86 100 12
TD - Elong. @ Max. Load (%)110 111 100 91 107 113 108 85 99 105 103 9
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)129 146 151 156 154 147 11
MD Machine Direction TD Transverse Direction
Page 9 of 10
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050089
TRI Log #: 45357
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)3.66 3.96 3.20 3.68 4.13 3.79 3.68 3.73 3.43 3.43 3.67 0.27
Mass/Unit Area (oz/sq.yd)8.51 9.21 7.44 8.56 9.61 8.82 8.56 8.68 7.98 7.98 8.53 0.63
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)340 280 292 280 286 343 282 271 235 265 287 33
TD - Tensile Strength (lbs)354 364 359 305 307 306 336 353 366 386 343 29
MD - Elong. @ Max. Load (%)91 102 101 96 95 96 105 96 88 91 96 5
TD - Elong. @ Max. Load (%)115 110 93 94 97 112 113 107 103 96 104 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)115 162 127 155 134 138 20
MD Machine Direction TD Transverse Direction
Page 10 of 10
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Mangement, Inc.
1047 Highway Church Rd
Elgin, SC 29045
email: [e-mail]
ccemail: [e-mail]: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45407
Material(s) Tested:Twelve, Agru 8 oz Nonwoven Geotextile Component of Geocomposite(s)
Test(s) Requested:Mass/Unit Area (ASTM D 5261)
Grab Tensile (ASTM D 4632)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
April 1, 2019
Page 1 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050095
TRI Log #: 45407
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)4.25 4.04 3.86 3.55 3.63 3.54 3.69 3.57 3.59 3.79 3.75 0.24
Mass/Unit Area (oz/sq.yd)9.89 9.40 8.98 8.26 8.44 8.23 8.58 8.30 8.35 8.82 8.72 0.55
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)267 239 247 278 315 327 331 264 246 347 286 40
TD - Tensile Strength (lbs)355 370 339 338 348 410 414 350 320 281 352 39
MD - Elong. @ Max. Load (%)74 89 98 84 89 92 105 85 86 81 88 9
TD - Elong. @ Max. Load (%)115 95 92 101 101 104 108 103 100 115 103 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)128 103 132 144 122 126 15
MD Machine Direction TD Transverse Direction
Page 2 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050100
TRI Log #: 45407
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)3.63 3.78 3.85 3.43 3.67 3.53 3.44 3.43 4.11 3.84 3.67 0.23
Mass/Unit Area (oz/sq.yd)8.44 8.79 8.96 7.98 8.54 8.21 8.00 7.98 9.56 8.93 8.54 0.52
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)331 277 289 313 331 303 281 271 267 284 295 24
TD - Tensile Strength (lbs)307 326 370 377 369 330 283 331 368 327 339 31
MD - Elong. @ Max. Load (%)82 96 101 101 105 101 95 85 94 81 94 9
TD - Elong. @ Max. Load (%)115 97 107 96 102 107 91 98 100 101 102 7
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)149 150 139 145 115 140 15
MD Machine Direction TD Transverse Direction
Page 3 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050105
TRI Log #: 45407
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)4.30 3.61 3.96 4.14 4.12 4.16 4.67 14.23 4.02 3.64 5.09 3.23
Mass/Unit Area (oz/sq.yd)10.00 8.40 9.21 9.63 9.58 9.68 10.86 33.10 9.35 8.47 11.83 7.51
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)323 369 344 314 316 304 248 311 283 324 314 33
TD - Tensile Strength (lbs)310 425 355 333 340 339 373 333 336 345 349 31
MD - Elong. @ Max. Load (%)87 121 119 111 98 93 88 116 101 90 102 13
TD - Elong. @ Max. Load (%)104 106 107 101 101 106 109 91 98 103 103 5
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)170 186 148 130 163 159 21
MD Machine Direction TD Transverse Direction
Page 4 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050111
TRI Log #: 45407
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)4.11 4.28 3.72 3.96 3.74 4.21 3.75 3.72 4.28 4.25 4.00 0.25
Mass/Unit Area (oz/sq.yd)9.56 9.96 8.65 9.21 8.70 9.79 8.72 8.65 9.96 9.89 9.31 0.58
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)369 293 280 362 314 363 353 278 272 352 324 40
TD - Tensile Strength (lbs)301 436 519 361 351 408 445 355 362 290 383 70
MD - Elong. @ Max. Load (%)95 100 97 111 101 102 105 109 93 95 101 6
TD - Elong. @ Max. Load (%)110 105 112 111 101 101 125 104 100 109 108 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)137 160 126 104 164 138 25
MD Machine Direction TD Transverse Direction
Page 5 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050116
TRI Log #: 45407
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)3.61 3.69 3.69 3.69 4.02 3.59 3.88 3.83 3.84 3.64 3.75 0.14
Mass/Unit Area (oz/sq.yd)8.40 8.58 8.58 8.58 9.35 8.35 9.02 8.91 8.93 8.47 8.72 0.32
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)322 308 255 239 246 284 258 250 311 322 280 34
TD - Tensile Strength (lbs)308 386 355 351 322 315 299 347 288 300 327 31
MD - Elong. @ Max. Load (%)86 110 90 85 83 94 92 87 105 83 92 9
TD - Elong. @ Max. Load (%)108 108 96 99 99 93 105 97 91 102 100 6
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)146 149 138 166 146 149 10
MD Machine Direction TD Transverse Direction
Page 6 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050121
TRI Log #: 45407
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)4.10 3.66 3.35 4.06 4.05 3.61 3.39 3.72 4.22 3.78 3.79 0.30
Mass/Unit Area (oz/sq.yd)9.54 8.51 7.79 9.44 9.42 8.40 7.89 8.65 9.82 8.79 8.82 0.71
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)256 318 309 306 325 319 275 265 326 321 302 26
TD - Tensile Strength (lbs)319 275 265 326 321 287 357 380 388 328 325 42
MD - Elong. @ Max. Load (%)111 107 99 97 87 81 99 100 103 95 98 9
TD - Elong. @ Max. Load (%)81 99 100 103 95 96 115 105 96 107 100 9
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)136 148 138 135 114 134 12
MD Machine Direction TD Transverse Direction
Page 7 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050126
TRI Log #: 45407
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)3.53 3.83 3.54 3.80 3.98 3.76 3.76 3.96 3.76 3.72 3.76 0.15
Mass/Unit Area (oz/sq.yd)8.21 8.91 8.23 8.84 9.26 8.75 8.75 9.21 8.75 8.65 8.76 0.34
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)347 317 272 290 384 287 283 276 290 279 302 37
TD - Tensile Strength (lbs)340 340 295 273 275 270 375 359 316 347 319 39
MD - Elong. @ Max. Load (%)97 100 92 96 93 83 95 91 98 87 93 5
TD - Elong. @ Max. Load (%)95 107 86 90 99 106 99 92 93 90 96 7
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)154 178 166 131 132 152 21
MD Machine Direction TD Transverse Direction
Page 8 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050131
TRI Log #: 45407
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)3.93 4.22 3.71 3.64 3.73 3.40 3.88 3.70 3.94 3.32 3.75 0.26
Mass/Unit Area (oz/sq.yd)9.14 9.82 8.63 8.47 8.68 7.91 9.02 8.61 9.16 7.72 8.72 0.62
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)322 281 259 304 274 319 342 275 298 261 294 28
TD - Tensile Strength (lbs)325 371 296 339 305 325 340 374 333 286 329 29
MD - Elong. @ Max. Load (%)86 103 93 95 85 99 115 91 99 73 94 11
TD - Elong. @ Max. Load (%)120 111 85 99 85 101 104 96 98 99 100 11
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)128 99 172 134 115 129 27
MD Machine Direction TD Transverse Direction
Page 9 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050136
TRI Log #: 45407
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)3.67 3.88 3.53 3.24 3.92 3.74 4.41 3.78 4.09 3.83 3.81 0.31
Mass/Unit Area (oz/sq.yd)8.54 9.02 8.21 7.54 9.12 8.70 10.26 8.79 9.51 8.91 8.86 0.73
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)336 359 311 308 240 274 273 220 281 357 296 47
TD - Tensile Strength (lbs)310 304 365 380 379 364 432 281 333 370 352 45
MD - Elong. @ Max. Load (%)102 100 102 109 99 84 85 85 105 85 96 10
TD - Elong. @ Max. Load (%)115 95 95 104 104 97 120 97 97 117 104 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)139 148 142 142 122 139 10
MD Machine Direction TD Transverse Direction
Page 10 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050142
TRI Log #: 45407
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)4.12 4.28 3.68 4.08 4.10 4.12 3.73 3.63 3.58 3.52 3.88 0.28
Mass/Unit Area (oz/sq.yd)9.58 9.96 8.56 9.49 9.54 9.58 8.68 8.44 8.33 8.19 9.03 0.65
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)494 292 308 290 285 327 323 317 275 355 326 64
TD - Tensile Strength (lbs)298 269 314 311 266 341 370 387 395 329 328 45
MD - Elong. @ Max. Load (%)97 97 97 95 87 95 103 102 92 88 95 5
TD - Elong. @ Max. Load (%)135 104 109 105 100 125 126 116 109 127 115 12
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)164 157 132 121 108 136 24
MD Machine Direction TD Transverse Direction
Page 11 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050147
TRI Log #: 45407
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)4.24 3.82 3.62 3.96 3.54 4.04 3.67 3.68 3.45 3.25 3.73 0.29
Mass/Unit Area (oz/sq.yd)9.86 8.89 8.42 9.21 8.23 9.40 8.54 8.56 8.02 7.56 8.67 0.68
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)415 302 281 261 291 268 294 251 300 307 297 45
TD - Tensile Strength (lbs)377 353 327 283 286 355 361 373 346 294 335 36
MD - Elong. @ Max. Load (%)97 103 97 87 88 87 99 87 103 76 92 9
TD - Elong. @ Max. Load (%)123 110 101 98 103 103 105 95 103 113 105 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)136 145 166 145 96 138 26
MD Machine Direction TD Transverse Direction
Page 12 of 13
GEOTEXTILE TEST RESULTS
TRI Client: Waste Mangement, Inc.
Project: Great Oak Landfill Cell 3
Material: Agru 8 oz Nonwoven Geotextile Component of Geocomposite
Sample Identification: 10031050152
TRI Log #: 45407
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)4.34 4.71 4.34 4.02 3.55 4.09 4.35 4.15 3.95 3.94 4.14 0.31
Mass/Unit Area (oz/sq.yd)10.09 10.96 10.09 9.35 8.26 9.51 10.12 9.65 9.19 9.16 9.64 0.73
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)270 317 323 305 324 368 327 313 325 316 319 24
TD - Tensile Strength (lbs)354 394 378 379 255 404 420 428 296 275 358 62
MD - Elong. @ Max. Load (%)87 102 95 99 89 94 109 96 96 91 96 6
TD - Elong. @ Max. Load (%)102 104 102 101 93 116 102 97 96 89 100 7
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)175 138 128 149 166 151 19
MD Machine Direction TD Transverse Direction
Page 13 of 13
Updated - Added Transmissivity results
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)Waste Management, Inc
1047 Highway Church Road
Elgin, SC 29045
email: [e-mail]
ccemail: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:45820
Material(s) Tested:Two, Agru 8-200-8 Double Sided Geocomposite(s)
Test(s) Requested:Transmissivity (ASTM D 4716) - GC
Peel Strength (ASTM D 7005) - GC
Thickness (ASTM D 5199) - GNDensity (ASTM D 1505) - GN
Carbon Content (ASTM D 4218) - GN
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Divisionwww.GeosyntheticTesting.com
*Signature is on file
April 18, 2019
April 16, 2019
Page 1 of 3
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 8-200-8 Double Sided Geocomposite
Sample Identification: GTE0030620001
TRI Log #: 45820
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf):21,120
Hydraulic Gradient:0.1
12
12
Plate / GCL / Sample / 60HDMSGM / Plate
Seat Time
(hours)
Volume (cc)536 534 533
Time (s)25.43 25.37 25.43
Flow Rate (GPM/ft width)0.34 0.34 0.33 0.33 0.00
Transmissivity (m^2/s)6.94E-04 6.93E-04 6.90E-04 6.92E-04 2.29E-06
Test Temp (C)
Temp. Corr. Factor
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)3.28 2.71 2.30 1.89 5.22 3.08 1.30
A - MD Average Peel Strength (g/in)1489 1230 1044 858 2370 1398 591
B - MD Average Peel Strength (ppi)4.20 3.61 3.44 1.52 4.91 3.54 1.27
B - MD Average Peel Strength (g/in)1907 1639 1562 690 2229 1605 575
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)238 239 251 248 248 234 238 241 241 239 242 5
234 << min
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.952 0.952 0.952 0.952 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.50 2.46 2.48 0.03
MD Machine Direction
100
20.0
1.004
Test Length (in)
Test Width (in)
Specimen 1
Page 2 of 3
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 8-200-8 Double Sided Geocomposite
Sample Identification: GTE0030620037
TRI Log #: 45820
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)2.62 4.99 6.05 3.02 3.19 3.97 1.47
A - MD Average Peel Strength (g/in)1189 2265 2747 1371 1448 1804 670
B - MD Average Peel Strength (ppi)2.74 3.00 3.15 1.10 2.74 2.55 0.83
B - MD Average Peel Strength (g/in)1244 1362 1430 499 1244 1156 376
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)246 224 259 229 260 230 232 249 256 234 242 14
224 << min
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.952 0.952 0.953 0.952 0.001
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.50 2.48 2.49 0.01
MD Machine Direction
Page 3 of 3
Page 1 of 7
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Management, Inc1047 Highway Church Road
Elgin, SC 29045
email: [e-mail]
ccemail: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:46017
Material(s) Tested:Two, Agru 8-200-8 Double Sided Geocomposite(s)
Test(s) Requested:Peel Strength (ASTM D 7005) - GC
Thickness (ASTM D 5199) - GNDensity (ASTM D 1505) - GN
Carbon Content (ASTM D 4218) - GNMass/Unit Area (ASTM D 5261) - GT
Grab Tensile (ASTM D 4632) - GT
Puncture Strength (ASTM D 4833) - GT
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Jarrett A. NelsonTechnical Director
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
April 23, 2019
Page 2 of 7
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 8-200-8 Double Sided Geocomposite
Sample Identification: GTE0030620156
TRI Log #: 46017
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)1.19 4.14 2.82 4.86 1.58 2.92 1.59
A - MD Average Peel Strength (g/in)540 1880 1280 2206 717 1325 720
B - MD Average Peel Strength (ppi)0.79 4.30 3.00 3.84 1.93 2.77 1.43
B - MD Average Peel Strength (g/in)358 1952 1362 1743 876 1258 649
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)230 228 229 231 235 255 256 255 254 232 240 13
228 << min
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.954 0.954 0.954 0.954 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.45 2.45 2.45 0.00
MD Machine Direction
Page 3 of 7
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 8-200-8 Double Sided Geocomposite
Sample Identification: GTE0030620156
TRI Log #: 46017 GEOTEXTILE - SIDE A
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 - Mass (g)3.97 4.15 3.89 4.19 4.40 4.02 3.91 4.17 4.02 4.43 4.12 0.19
Mass/Unit Area (oz/sq.yd)9.23 9.65 9.05 9.75 10.23 9.35 9.09 9.70 9.35 10.30 9.57 0.44
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)272 347 346 328 275 384 298 348 310 284 319 37
TD - Tensile Strength (lbs)344 356 326 330 309 329 379 328 352 337 339 19
MD - Elong. @ Max. Load (%)95 97 111 93 96 98 79 97 100 87 95 8
TD - Elong. @ Max. Load (%)117 125 109 113 108 105 119 117 113 121 115 6
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)172 181 162 137 144 159 19
MD Machine Direction TD Transverse Direction
Page 4 of 7
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 8-200-8 Double Sided Geocomposite
Sample Identification: GTE0030620156
TRI Log #: 46017 GEOTEXTILE - SIDE B
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 - Mass (g)4.02 4.51 4.27 4.10 3.72 4.09 3.13 3.88 3.87 3.73 3.93 0.37
Mass/Unit Area (oz/sq.yd)9.35 10.49 9.93 9.54 8.65 9.51 7.28 9.02 9.00 8.68 9.15 0.87
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)345 376 297 303 275 360 307 312 365 331 327 34
TD - Tensile Strength (lbs)320 320 266 362 405 386 371 224 275 296 322 58
MD - Elong. @ Max. Load (%)97 112 101 91 89 99 93 93 104 96 97 7
TD - Elong. @ Max. Load (%)116 117 96 118 105 117 129 105 118 102 112 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)138 123 125 128 174 138 21
MD Machine Direction TD Transverse Direction
Page 5 of 7
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 8-200-8 Double Sided Geocomposite
Sample Identification: GTE0030620194
TRI Log #: 46017
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)1.29 3.70 3.04 3.43 3.40 2.97 0.97
A - MD Average Peel Strength (g/in)586 1680 1380 1557 1544 1349 440
B - MD Average Peel Strength (ppi)1.58 2.48 2.24 3.50 3.56 2.67 0.85
B - MD Average Peel Strength (g/in)717 1126 1017 1589 1616 1213 386
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)239 244 246 248 250 215 252 244 231 226 239 12
215 << min
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.954 0.954 0.954 0.954 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.57 2.56 2.57 0.01
MD Machine Direction
Page 6 of 7
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 8-200-8 Double Sided Geocomposite
Sample Identification: GTE0030620194
TRI Log #: 46017 GEOTEXTILE - SIDE A
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 - Mass (g)4.18 4.27 4.13 3.90 4.01 4.30 4.60 4.09 4.26 3.96 4.17 0.20
Mass/Unit Area (oz/sq.yd)9.72 9.93 9.61 9.07 9.33 10.00 10.70 9.51 9.91 9.21 9.70 0.47
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)332 377 305 402 300 232 282 377 344 333 328 51
TD - Tensile Strength (lbs)306 333 372 267 310 318 301 321 328 367 322 31
MD - Elong. @ Max. Load (%)81 99 80 103 89 81 93 93 81 84 88 8
TD - Elong. @ Max. Load (%)100 115 117 111 109 110 115 111 107 103 110 5
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)128 157 98 123 112 123 22
MD Machine Direction TD Transverse Direction
Page 7 of 7
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 8-200-8 Double Sided Geocomposite
Sample Identification: GTE0030620194
TRI Log #: 46017 GEOTEXTILE - SIDE B
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 - Mass (g)3.48 3.90 3.63 3.85 3.99 4.07 3.81 3.79 3.92 3.67 3.81 0.18
Mass/Unit Area (oz/sq.yd)8.09 9.07 8.44 8.96 9.28 9.47 8.86 8.82 9.12 8.54 8.86 0.41
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)345 329 361 336 335 343 241 308 340 332 327 33
TD - Tensile Strength (lbs)350 299 292 287 360 329 321 317 280 286 312 28
MD - Elong. @ Max. Load (%)93 87 95 85 86 108 85 99 90 86 92 7
TD - Elong. @ Max. Load (%)117 117 98 100 115 107 127 109 101 117 111 9
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)146 157 139 183 141 153 18
MD Machine Direction TD Transverse Direction
Page 1 of 3
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)Waste Management, Inc1047 Highway Church Road
Elgin, SC 29045
email: [e-mail]
ccemail: [e-mail]: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:46264
Material(s) Tested:Two, Agru 8-200-8 Double Sided Geocomposite(s)
Test(s) Requested:Peel Strength (ASTM D 7005) - GCThickness (ASTM D 5199) - GN
Density (ASTM D 1505) - GN
Carbon Content (ASTM D 4218) - GN
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Jarrett A. NelsonTechnical Director
Geosynthetic Services Division
*Signature is on file
April 30, 2019
Page 2 of 3
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 8-200-8 Double Sided Geocomposite
Sample Identification: GTE0030620079
TRI Log #: 46264
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)3.05 3.93 2.44 3.10 4.16 3.34 0.70
A - MD Average Peel Strength (g/in)1385 1784 1108 1407 1889 1515 319
B - MD Average Peel Strength (ppi)3.40 2.90 1.72 3.03 3.69 2.95 0.75
B - MD Average Peel Strength (g/in)1544 1317 781 1376 1675 1338 342
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)248 249 211 248 237 213 247 217 240 253 236 16
211 << min
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.948 0.948 0.948 0.948 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.48 2.51 2.50 0.02
MD Machine Direction
Page 3 of 3
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Agru 8-200-8 Double Sided Geocomposite
Sample Identification: GTE0030620115
TRI Log #: 46264
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)3.39 3.86 2.77 5.35 3.59 3.79 0.96
A - MD Average Peel Strength (g/in)1539 1752 1258 2429 1630 1722 435
B - MD Average Peel Strength (ppi)3.03 3.64 1.94 3.03 2.73 2.87 0.62
B - MD Average Peel Strength (g/in)1376 1653 881 1376 1239 1305 281
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)227 222 224 236 237 219 221 235 192 240 225 14
192 << min
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.951 0.951 0.952 0.951 0.001
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.22 2.26 2.24 0.03
MD Machine Direction
Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)
Waste Management, Inc1047 Highway Church RoadElgin, SC 29045
email: [e-mail]: [e-mail]
ccemail: [e-mail]
Dear Ms. Harrison:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Great Oak Landfill Cell 3
TRI Job Reference Number:47647
Material(s) Tested:Five, Skaps TN350-2-8 Double Sided Geocomposite(s)
Test(s) Requested:Transmissivity (ASTM D 4716) - GCPeel Strength (ASTM D 7005) - GCThickness (ASTM D 5199) - GNDensity (ASTM D 1505) - GNCarbon Content (ASTM D 4218) - GNMass/Unit Area (ASTM D 5261) - GT
Grab Tensile (ASTM D 4632) - GT
Puncture Strength (ASTM D 4833) - GTApparent Opening Size (ASTM D 4751) - GTPermittivity (ASTM D 4491) - GT
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh PatelLaboratory ManagerGeosynthetic Services Division
*Signature is on file
June 18, 2019
Page 1 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020001
TRI Log #: 47647
STD.PROJ.PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf):21,120Hydraulic Gradient:0.1
12
12
Plate / Protective Cover Soil / Sample / 60HDMSGM / Plate
Seat Time(hours)
Volume (cc)755 749 755
Time (s)10.46 10.28 10.43
Flow Rate (GPM/ft width)1.14 1.15 1.14 1.14 0.01
Transmissivity (m^2/s)2.36E-03 2.38E-03 2.37E-03 2.37E-03 1.09E-05 4.20E-04
Test Temp (C)Temp. Corr. Factor
Volume (cc)679 679 679
Time (s)10.40 10.43 10.40
Flow Rate (GPM/ft width)1.04 1.03 1.04 1.04 0.00
Transmissivity (m^2/s)2.15E-03 2.14E-03 2.14E-03 2.14E-03 3.10E-06 4.20E-04Test Temp (C)
Temp. Corr. Factor
Volume (cc)611 600 604
Time (s)10.45 10.31 10.40
Flow Rate (GPM/ft width)0.92 0.92 0.92 0.92 0.00
Transmissivity (m^2/s)1.91E-03 1.90E-03 1.90E-03 1.90E-03 5.70E-06Test Temp (C)
Temp. Corr. Factor
Volume (cc)569 566 568
Time (s)10.37 10.40 10.40
Flow Rate (GPM/ft width)0.86 0.85 0.86 0.86 0.00Transmissivity (m^2/s)1.78E-03 1.77E-03 1.78E-03 1.78E-03 7.12E-06
Test Temp (C)
Temp. Corr. Factor
Volume (cc)545 541 538
Time (s)10.40 10.40 10.40Flow Rate (GPM/ft width)0.84 0.84 0.83 0.84 0.01
Transmissivity (m^2/s)1.74E-03 1.73E-03 1.72E-03 1.73E-03 1.09E-05
Test Temp (C)
Temp. Corr. Factor
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)15.98 5.58 2.85 5.47 7.57 7.49 5.03
A - MD Average Peel Strength (g/in)7255 2533 1294 2483 3437 3400 2285
B - MD Average Peel Strength (ppi)6.25 6.26 3.49 4.85 10.02 6.17 2.44
B - MD Average Peel Strength (g/in)2838 2842 1584 2202 4549 2803 1107
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)404.9 379.6 381.2 390.6 379.5 387.3 377.6 400.6 417.5 384.6 390 13
378 << min
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.952 0.952 0.952 0.952 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.36 2.38 2.37 0.01
MD Machine Direction
100
19.51.015
71
20.6
0.990
24
20.4
0.995
6
20.1
1.001
1
20.3
0.997
Test Length (in)
Test Width (in)
Specimen 1
Page 2 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020001
TRI Log #: 47647 GEOTEXTILE - SIDE A
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 - Mass (g)4.03 3.40 3.61 3.59 3.96 4.03 3.40 3.41 4.15 3.75 3.73 0.29
Mass/Unit Area (oz/sq.yd)9.37 7.91 8.40 8.35 9.21 9.37 7.91 7.93 9.65 8.72 8.68 0.68
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)391 260 290 284 289 311 257 236 278 343 294 45
TD - Tensile Strength (lbs)251 279 282 261 208 221 265 254 265 243 253 24
MD - Elong. @ Max. Load (%)68 87 87 76 75 79 79 72 75 65 76 7
TD - Elong. @ Max. Load (%)121 118 102 104 99 105 108 95 104 115 107 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)179 143 144 153 149 153.4 15
Apparent Opening Size (ASTM D 4751)
Opening Size Diameter (mm)0.143 0.143 0.130 0.153 0.155 0.145 0.010
Sieve No.100 100 100 70 70 100
Permittivity (ASTM D 4491,Method C)
Thickness ( mil)99 102 120 89 99 101 109 123 115 107 106 11
Thickness ( mm)2.51 2.59 3.05 2.26 2.51 2.57 2.77 3.12 2.92 2.72 2.70 0.27
Permittivity (Sec-1)1.61 1.57 1.18 1.93 1.74 1.52 1.46 1.20 1.39 1.32 1.49 0.24
Permittivity (GPM/ft2)120.4 117.4 88.3 144.4 130.2 113.7 109.2 89.8 104.0 98.7 111.6 17.6
Flow rate (LPM/m2)4907 4785 3596 5882 5303 4633 4450 3657 4236 4023 4547 717
Permittivity (cm/sec)0.405 0.407 0.360 0.436 0.438 0.390 0.404 0.375 0.406 0.359 0.398 0.028
MD Machine Direction TD Transverse Direction
Page 3 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020001
TRI Log #: 47647 GEOTEXTILE - SIDE B
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 - Mass (g)4.36 4.29 3.51 3.53 3.54 3.42 3.48 3.71 3.75 3.87 3.75 0.34
Mass/Unit Area (oz/sq.yd)10.14 9.98 8.16 8.21 8.23 7.95 8.09 8.63 8.72 9.00 8.71 0.78
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)345 266 274 288 332 313 335 270 261 348 303 35
TD - Tensile Strength (lbs)234 238 251 281 277 206 242 285 243 266 252 25
MD - Elong. @ Max. Load (%)67 73 70 81 81 73 91 81 81 67 76 8
TD - Elong. @ Max. Load (%)115 99 99 101 110 112 98 101 93 118 105 9
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)135 185 123 132 150 145.1 24
Apparent Opening Size (ASTM D 4751)
Opening Size Diameter (mm)0.142 0.136 0.138 0.155 0.138 0.142 0.008
Sieve No.100 100 100 70 100 100
Permittivity (ASTM D 4491,Method C)
Thickness ( mil)102 119 111 91 106 107 108 108 104 89 105 9
Thickness ( mm)2.59 3.02 2.82 2.31 2.69 2.72 2.74 2.74 2.64 2.26 2.65 0.23
Permittivity (Sec-1)1.51 1.25 1.43 1.92 1.45 1.63 1.23 1.34 1.63 2.16 1.56 0.30
Permittivity (GPM/ft2)112.9 93.5 107.0 143.6 108.5 121.9 92.0 100.2 121.9 161.6 116.3 22.1
Flow rate (LPM/m2)4602 3810 4358 5852 4419 4968 3749 4084 4968 6583 4739 900
Permittivity (cm/sec)0.391 0.378 0.403 0.444 0.390 0.443 0.337 0.368 0.431 0.488 0.407 0.044
MD Machine Direction TD Transverse Direction
Page 4 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020046
TRI Log #: 47647
STD.PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)15.14 2.00 3.91 3.37 4.26 5.74 5.33
A - MD Average Peel Strength (g/in)6874 908 1775 1530 1934 2604 2418
B - MD Average Peel Strength (ppi)4.28 4.53 5.29 4.07 5.80 4.79 0.73
B - MD Average Peel Strength (g/in)1943 2057 2402 1848 2633 2176 330
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)372.3 388.1 397.3 388.9 413.5 387.6 391.1 381.8 389.6 401.6 391 11
372 << min
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.957 0.957 0.957 0.957 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.37 2.41 2.39 0.03
MD Machine Direction
Page 5 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020046
TRI Log #: 47647 GEOTEXTILE - SIDE A
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 - Mass (g)3.84 3.34 3.43 3.46 3.90 4.85 3.65 3.38 3.25 3.41 3.65 0.47
Mass/Unit Area (oz/sq.yd)8.93 7.77 7.98 8.05 9.07 11.28 8.49 7.86 7.56 7.93 8.49 1.10
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)405 285 231 269 241 231 269 275 291 356 285 56
TD - Tensile Strength (lbs)306 303 234 209 222 290 331 268 255 228 265 42
MD - Elong. @ Max. Load (%)69 87 72 74 69 67 77 71 82 77 75 6
TD - Elong. @ Max. Load (%)133 109 94 92 100 119 115 95 106 114 108 13
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)144 107 152 150 149 140.4 19
MD Machine Direction TD Transverse Direction
Page 6 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020046
TRI Log #: 47647 GEOTEXTILE - SIDE B
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 - Mass (g)4.03 3.79 3.92 3.48 3.39 3.76 3.56 3.76 3.62 3.45 3.68 0.21
Mass/Unit Area (oz/sq.yd)9.37 8.82 9.12 8.09 7.89 8.75 8.28 8.75 8.42 8.02 8.55 0.49
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)319 316 257 279 265 302 340 261 289 336 296 31
TD - Tensile Strength (lbs)230 251 257 290 245 242 281 286 261 273 262 20
MD - Elong. @ Max. Load (%)60 85 73 81 81 79 85 83 83 71 78 8
TD - Elong. @ Max. Load (%)131 105 97 108 105 95 110 101 104 111 107 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)151 153 120 145 138 141.5 13
MD Machine Direction TD Transverse Direction
Page 7 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020089
TRI Log #: 47647
STD.PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)6.79 7.40 6.34 10.37 5.27 7.23 1.92
A - MD Average Peel Strength (g/in)3083 3360 2878 4708 2393 3284 871
B - MD Average Peel Strength (ppi)8.56 7.71 8.32 6.35 4.77 7.14 1.58
B - MD Average Peel Strength (g/in)3886 3500 3777 2883 2166 3242 717
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)401 389.8 422.1 382.2 385.6 405.2 426.1 407 411.3 390.9 402 15
382 << min
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.953 0.953 0.953 0.953 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.37 2.43 2.40 0.04
MD Machine Direction
Page 8 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020089
TRI Log #: 47647 GEOTEXTILE - SIDE A
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 - Mass (g)3.69 3.57 3.51 3.74 3.86 4.18 3.85 3.59 3.70 3.60 3.73 0.20
Mass/Unit Area (oz/sq.yd)8.58 8.30 8.16 8.70 8.98 9.72 8.96 8.35 8.61 8.37 8.67 0.46
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)381 324 303 276 295 290 300 254 268 339 303 37
TD - Tensile Strength (lbs)265 266 236 220 232 214 291 255 248 194 242 29
MD - Elong. @ Max. Load (%)67 85 77 86 80 77 87 79 87 67 79 8
TD - Elong. @ Max. Load (%)126 103 92 92 105 118 109 93 104 110 105 11
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)113 129 148 151 162 140.6 19
MD Machine Direction TD Transverse Direction
Page 9 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020089
TRI Log #: 47647 GEOTEXTILE - SIDE B
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 - Mass (g)3.78 3.72 3.95 3.91 3.75 4.20 3.70 3.63 3.53 3.37 3.75 0.23
Mass/Unit Area (oz/sq.yd)8.79 8.65 9.19 9.09 8.72 9.77 8.61 8.44 8.21 7.84 8.73 0.54
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)389 272 263 261 221 351 296 296 275 292 291 48
TD - Tensile Strength (lbs)277 287 218 232 206 246 287 268 195 242 246 33
MD - Elong. @ Max. Load (%)73 87 89 69 67 74 83 75 81 75 77 7
TD - Elong. @ Max. Load (%)133 106 85 101 105 119 111 102 93 107 106 13
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)203 154 135 146 199 167.3 31
MD Machine Direction TD Transverse Direction
Page 10 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020133
TRI Log #: 47647
STD.PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)3.51 11.45 4.80 5.42 5.43 6.12 3.08
A - MD Average Peel Strength (g/in)1594 5198 2179 2461 2465 2779 1398
B - MD Average Peel Strength (ppi)5.22 15.30 6.06 5.88 10.34 8.56 4.28
B - MD Average Peel Strength (g/in)2370 6946 2751 2670 4694 3886 1942
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)391.5 387.9 401.9 385.6 385.9 389.9 403.3 384.5 393.6 384.6 391 7
385 << min
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.956 0.956 0.956 0.956 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.33 2.27 2.30 0.04
MD Machine Direction
Page 11 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020133
TRI Log #: 47647 GEOTEXTILE - SIDE A
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 - Mass (g)4.14 3.87 3.35 3.36 3.23 4.10 3.61 3.38 3.62 3.66 3.63 0.32
Mass/Unit Area (oz/sq.yd)9.63 9.00 7.79 7.82 7.51 9.54 8.40 7.86 8.42 8.51 8.45 0.74
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)392 255 260 252 294 333 297 275 295 328 298 43
TD - Tensile Strength (lbs)243 251 244 266 265 177 283 270 233 266 250 30
MD - Elong. @ Max. Load (%)73 84 84 75 82 79 81 77 88 81 80 5
TD - Elong. @ Max. Load (%)115 113 101 101 107 101 110 97 97 102 104 6
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)164 176 124 151 148 152.5 19
MD Machine Direction TD Transverse Direction
Page 12 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020133
TRI Log #: 47647 GEOTEXTILE - SIDE B
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 - Mass (g)3.76 3.53 3.55 4.28 3.93 4.21 3.50 3.59 3.75 3.69 3.78 0.28
Mass/Unit Area (oz/sq.yd)8.75 8.21 8.26 9.96 9.14 9.79 8.14 8.35 8.72 8.58 8.79 0.65
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)344 285 210 305 250 419 275 280 268 289 293 56
TD - Tensile Strength (lbs)279 250 267 313 274 251 215 231 275 264 262 27
MD - Elong. @ Max. Load (%)77 89 73 77 75 72 80 73 81 72 77 5
TD - Elong. @ Max. Load (%)115 108 98 109 111 129 95 94 101 103 106 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)157 148 157 159 186 161.4 14
MD Machine Direction TD Transverse Direction
Page 13 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020177
TRI Log #: 47647
STD.PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)8.14 6.53 6.23 11.04 5.01 7.39 2.33
A - MD Average Peel Strength (g/in)3696 2965 2828 5012 2275 3355 1056
B - MD Average Peel Strength (ppi)10.50 6.76 9.08 9.68 5.57 8.32 2.07
B - MD Average Peel Strength (g/in)4767 3069 4122 4395 2529 3776 941
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)392.2 396.9 410.7 389.4 385 398.7 374.4 384.4 376.3 383.9 389 11
374 << min
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.956 0.956 0.956 0.956 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.42 2.38 2.40 0.03
MD Machine Direction
Page 14 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020177
TRI Log #: 47647 GEOTEXTILE - SIDE A
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 - Mass (g)3.63 3.78 3.56 4.22 4.04 4.55 3.76 3.51 3.40 3.18 3.76 0.41
Mass/Unit Area (oz/sq.yd)8.44 8.79 8.28 9.82 9.40 10.58 8.75 8.16 7.91 7.40 8.75 0.95
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)437 274 255 253 242 310 286 308 303 374 304 60
TD - Tensile Strength (lbs)265 308 323 274 212 234 270 252 233 217 259 37
MD - Elong. @ Max. Load (%)77 95 82 72 70 82 89 73 77 67 78 9
TD - Elong. @ Max. Load (%)121 114 105 111 106 111 104 92 97 110 107 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)188 148 181 186 150 170.7 20
MD Machine Direction TD Transverse Direction
Page 15 of 16
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill Cell 3
Material: Skaps TN350-2-8 Double Sided Geocomposite
Sample Identification: 90081020177
TRI Log #: 47647 GEOTEXTILE - SIDE B
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 - Mass (g)3.78 3.50 3.45 3.60 3.69 4.45 3.35 3.60 3.23 3.47 3.61 0.34
Mass/Unit Area (oz/sq.yd)8.79 8.14 8.02 8.37 8.58 10.35 7.79 8.37 7.51 8.07 8.40 0.78
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs)409 265 254 271 191 377 324 247 261 278 288 65
TD - Tensile Strength (lbs)244 275 240 229 211 262 268 298 250 233 251 25
MD - Elong. @ Max. Load (%)69 85 77 77 65 76 84 67 81 75 76 7
TD - Elong. @ Max. Load (%)123 104 93 104 105 111 105 104 99 119 107 9
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)154 130 135 127 151 139.4 12
MD Machine Direction TD Transverse Direction
Page 16 of 16

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix E
Geosynthetic Clay Liner

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix E-1
MQC Certifications

Report Date
4/18/2019
Sales Order:
Customer:
Project:
Product Type:
Thomas E. Harrelson
Lab Manager
Jane Allen
Laboratory Manager
WMI/GREAT OAK LF CELL 3
The GCL purchased and shipped for the above referenced project does meet or exceed the
project specifications.
The GCL supplied to this project has been continuously inspected for the presence of needles and
BLI-075-06N-06W-D-30 Bentoliner NSL
is certified to be needle free.
Waste Management, Inc.
86541
BentoLiner Manufacturing Certification
GSE 8.2.4-033 Revision 03 10/23/12
GSE Environmental, LLC
Roll Allocation List 03:55:17 pm
4/17/2019
Page 1
Sales Order SO-086541
Customer Name Waste Management, Inc.
Project Name WMI/GREAT OAK LF CELL 3
Serial number Item Number Roll width Clay Manufacturing date Length
135073808 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00135073809BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073810 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073811 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073812 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073813 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073814 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073815 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073816 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073817 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073818 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073819 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00135073820BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073821 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073822 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073823 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073824 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073825 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073826 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073827 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073828 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073829 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073830 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073831 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073832 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073833 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073834 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073835 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073836 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073837 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073838 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073839 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073840 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073841 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073842 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073843 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073844 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073845 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073846 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00135073847BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073848 BLI-075-06N-06W-D-30 15.50 30313191B 4/11/2019 150.00
135073849 BLI-075-06N-06W-D-30 15.50 30313191A 4/11/2019 150.00
135073850 BLI-075-06N-06W-D-30 15.50 30313191A 4/11/2019 150.00
135073851 BLI-075-06N-06W-D-30 15.50 30313191A 4/11/2019 150.00
135073852 BLI-075-06N-06W-D-30 15.50 30313191A 4/11/2019 150.00
135073853 BLI-075-06N-06W-D-30 15.50 30313191A 4/11/2019 150.00
135073854 BLI-075-06N-06W-D-30 15.50 30313191A 4/11/2019 150.00
135073855 BLI-075-06N-06W-D-30 15.50 30313191A 4/11/2019 150.00
135073856 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073857 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00135073858BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073859 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073860 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073861 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073862 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073863 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073864 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073865 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073866 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073867 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073868 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073869 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073870 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073871 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073872 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073873 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073875 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073876 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
GSE 8.2.4-021 Rev 01 08/12
GSE Environmental, LLC
Roll Allocation List 03:55:17 pm
4/17/2019
Page 2
Sales Order SO-086541
Customer Name Waste Management, Inc.
Project Name WMI/GREAT OAK LF CELL 3
Serial number Item Number Roll width Clay Manufacturing date Length
135073877 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00135073878BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073879 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073880 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073881 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073882 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073883 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073884 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073885 BLI-075-06N-06W-D-30 15.50 30313191A 4/12/2019 150.00
135073886 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073887 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073888 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00135073889BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073890 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073891 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073892 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073893 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073894 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073895 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073896 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073897 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073898 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073899 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073900 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073901 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073902 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073903 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073904 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073905 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073906 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073907 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073908 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073909 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073910 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073911 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073912 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073913 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073914 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073915 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00135073916BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073917 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073918 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073919 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073920 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073921 BLI-075-06N-06W-D-30 15.50 30313192B 4/12/2019 150.00
135073922 BLI-075-06N-06W-D-30 15.50 30313192B 4/13/2019 150.00
135073923 BLI-075-06N-06W-D-30 15.50 30313192B 4/13/2019 150.00
135073924 BLI-075-06N-06W-D-30 15.50 30313192B 4/13/2019 150.00
135073925 BLI-075-06N-06W-D-30 15.50 30313192B 4/13/2019 150.00
135073926 BLI-075-06N-06W-D-30 15.50 30313192B 4/13/2019 150.00135073927BLI-075-06N-06W-D-30 15.50 30313192B 4/13/2019 150.00
135073928 BLI-075-06N-06W-D-30 15.50 30313192B 4/13/2019 150.00
135073929 BLI-075-06N-06W-D-30 15.50 30313192B 4/13/2019 150.00
135073930 BLI-075-06N-06W-D-30 15.50 30313192B 4/13/2019 150.00
135073931 BLI-075-06N-06W-D-30 15.50 30313192B 4/13/2019 150.00
135073932 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073933 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073934 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073935 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073936 BLI-075-06N-06W-D-30 15.50 30313192A 150.00
135073937 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073938 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073939 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073940 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073941 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073942 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073943 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073944 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
GSE 8.2.4-021 Rev 01 08/12
4/13/2019
GSE Environmental, LLC
Roll Allocation List 03:55:17 pm
4/17/2019
Page 3
Sales Order SO-086541
Customer Name Waste Management, Inc.
Project Name WMI/GREAT OAK LF CELL 3
Serial number Item Number Roll width Clay Manufacturing date Length
135073945 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00135073947BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073948 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073949 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073950 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073951 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073952 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073953 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073954 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073955 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073956 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073957 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00135073958BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073959 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073960 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073961 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073962 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073963 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073964 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073965 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073966 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073967 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073968 BLI-075-06N-06W-D-30 15.50 30313192A 4/13/2019 150.00
135073969 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073970 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073971 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073972 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073973 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073974 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073975 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073976 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073977 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073978 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073979 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073980 BLI-075-06N-06W-D-30 15.50 30313192A 4/14/2019 150.00
135073981 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073982 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073983 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073984 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00135073985BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073986 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073987 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073988 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073989 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073990 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073991 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073992 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073993 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073994 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073995 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00135073996BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073997 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073998 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135073999 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074000 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074001 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074002 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074003 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074004 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074005 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074006 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074007 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074008 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074009 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074010 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074011 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074012 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074013 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
GSE 8.2.4-021 Rev 01 08/12
GSE Environmental, LLC
Roll Allocation List 03:55:17 pm
4/17/2019
Page 4
Sales Order SO-086541
Customer Name Waste Management, Inc.
Project Name WMI/GREAT OAK LF CELL 3
Serial number Item Number Roll width Clay Manufacturing date Length
135074014 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00135074015BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074016 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074017 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074018 BLI-075-06N-06W-D-30 15.50 30312191A 4/14/2019 150.00
135074020 BLI-075-06N-06W-D-30 15.50 30312191A 4/15/2019 150.00
135074021 BLI-075-06N-06W-D-30 15.50 30312191A 4/15/2019 150.00
135074022 BLI-075-06N-06W-D-30 15.50 30312191A 4/15/2019 150.00
135074023 BLI-075-06N-06W-D-30 15.50 30312191A 4/15/2019 150.00
135074024 BLI-075-06N-06W-D-30 15.50 30312191A 4/15/2019 150.00
135074025 BLI-075-06N-06W-D-30 15.50 30312191A 4/15/2019 150.00
135074026 BLI-075-06N-06W-D-30 15.50 30312191A 4/15/2019 150.00135074027BLI-075-06N-06W-D-30 15.50 30312191B 4/15/2019 150.00
135074028 BLI-075-06N-06W-D-30 15.50 30312191B 4/15/2019 150.00
135074029 BLI-075-06N-06W-D-30 15.50 30312191B 4/15/2019 150.00
135074030 BLI-075-06N-06W-D-30 15.50 30312191B 4/15/2019 150.00
135074031 BLI-075-06N-06W-D-30 15.50 30312191B 4/15/2019 150.00
135074032 BLI-075-06N-06W-D-30 15.50 30312191B 4/15/2019 150.00
135074033 BLI-075-06N-06W-D-30 15.50 30312191B 4/15/2019 150.00
135074034 BLI-075-06N-06W-D-30 15.50 30312191B 4/15/2019 150.00
135074035 BLI-075-06N-06W-D-30 15.50 30312191B 4/15/2019 150.00
135074036 BLI-075-06N-06W-D-30 15.50 30312191B 4/15/2019 150.00
135074037 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074038 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074039 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074040 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074041 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074042 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074043 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074044 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074045 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074046 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074047 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074048 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074049 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074050 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074051 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074052 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074053 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00135074054BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074055 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074056 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074057 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074058 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074059 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074060 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074061 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074062 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074063 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
135074064 BLI-075-06N-06W-D-30 15.50 30312191B 4/16/2019 150.00
GSE 8.2.4-021 Rev 01 08/12
Apr/17/2019
SO-086541 BLI-075-06N-06W-D-30
Page 1 of 8
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Randleman NC US
ASTMD4632 Peel
Strength(lbs)
ASTMD6768Tensile
Strength(ppi)
ASTMD6496 Peel
Strength(ppi)
ASTMD5993 ClayContent @
0% Moisture(lbs/sf)
ASTM
D5890 FreeSwell (ml/2g)
ASTMD2216
MoistureContent (%)
ASTM
D5891 FluidLoss (ml)
ROLL TEST DATA REPORT
Waste Management, Inc.
135073808 66 53.0 12.2 0.85 35.0 8.8 13.2
135073809 53 61.0 9.7 0.87 35.0 8.8 13.2
135073810 53 61.0 9.7 0.87 35.0 8.8 13.2
135073811 53 61.0 9.7 0.87 35.0 8.8 13.2
135073812 53 61.0 9.7 0.87 35.0 8.8 13.2
135073813 53 61.0 9.7 0.87 35.0 8.8 13.2
135073814 53 61.0 9.7 0.87 35.0 8.8 13.2
135073815 53 61.0 9.7 0.87 35.0 8.8 13.2
135073816 53 61.0 9.7 0.87 35.0 8.8 13.2
135073817 53 61.0 9.7 0.87 35.0 8.8 13.2
135073818 53 61.0 9.7 0.87 35.0 8.8 13.2
135073819 53 61.0 9.7 0.87 35.0 8.8 13.2
135073820 53 61.0 9.7 0.87 35.0 8.8 13.2
135073821 53 61.0 9.7 0.87 35.0 8.8 13.2
135073822 53 61.0 9.7 0.87 35.0 8.8 13.2
135073823 53 61.0 9.7 0.87 35.0 8.8 13.2
135073824 53 61.0 9.7 0.87 35.0 8.8 13.2
135073825 50 53.0 10.6 0.87 35.0 8.8 13.2
135073826 50 53.0 10.6 0.87 35.0 8.8 13.2
135073827 50 53.0 10.6 0.87 35.0 8.8 13.2
135073828 50 53.0 10.6 0.87 35.0 8.8 13.2
135073829 50 53.0 10.6 0.87 35.0 8.8 13.2
135073830 50 53.0 10.6 0.87 35.0 8.8 13.2
135073831 50 53.0 10.6 0.87 35.0 8.8 13.2
135073832 50 53.0 10.6 0.87 35.0 8.8 13.2
135073833 50 53.0 10.6 0.87 35.0 8.8 13.2
135073834 50 53.0 10.6 0.87 35.0 8.8 13.2
135073835 50 53.0 10.6 0.87 35.0 8.8 13.2
135073836 50 53.0 10.6 0.87 35.0 8.8 13.2
135073837 50 53.0 10.6 0.87 35.0 8.8 13.2
135073838 50 53.0 10.6 0.87 35.0 8.8 13.2
135073839 50 53.0 10.6 0.87 35.0 8.8 13.2
135073840 50 53.0 10.6 0.87 35.0 8.8 13.2
135073841 54 53.0 10.9 0.91 35.0 8.8 13.2
Apr/17/2019
SO-086541 BLI-075-06N-06W-D-30
Page 2 of 8
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Randleman NC US
ASTMD4632 Peel
Strength(lbs)
ASTMD6768Tensile
Strength(ppi)
ASTMD6496 Peel
Strength(ppi)
ASTMD5993 ClayContent @
0% Moisture(lbs/sf)
ASTM
D5890 FreeSwell (ml/2g)
ASTMD2216
MoistureContent (%)
ASTM
D5891 FluidLoss (ml)
ROLL TEST DATA REPORT
Waste Management, Inc.
135073842 54 53.0 10.9 0.91 35.0 8.8 13.2
135073843 54 53.0 10.9 0.91 35.0 8.8 13.2
135073844 54 53.0 10.9 0.91 35.0 8.8 13.2
135073845 54 53.0 10.9 0.91 35.0 8.8 13.2
135073846 54 53.0 10.9 0.91 35.0 8.8 13.2
135073847 54 53.0 10.9 0.91 35.0 8.8 13.2
135073848 54 53.0 10.9 0.91 35.0 8.8 13.2
135073849 54 53.0 10.9 0.91 35.0 8.5 12.8
135073850 54 53.0 10.9 0.91 35.0 8.5 12.8
135073851 54 53.0 10.9 0.91 35.0 8.5 12.8
135073852 54 53.0 10.9 0.91 35.0 8.5 12.8
135073853 54 53.0 10.9 0.91 35.0 8.5 12.8
135073854 54 53.0 10.9 0.91 35.0 8.5 12.8
135073855 54 53.0 10.9 0.91 35.0 8.5 12.8
135073856 54 53.0 10.9 0.91 35.5 8.5 12.8
135073857 43 59.0 8.1 0.87 35.5 8.5 12.8
135073858 43 59.0 8.1 0.87 35.5 8.5 12.8
135073859 43 59.0 8.1 0.87 35.5 8.5 12.8
135073860 43 59.0 8.1 0.87 35.5 8.5 12.8
135073861 43 59.0 8.1 0.87 35.5 8.5 12.8
135073862 43 59.0 8.1 0.87 35.5 8.5 12.8
135073863 43 59.0 8.1 0.87 35.5 8.5 12.8
135073864 43 59.0 8.1 0.87 35.5 8.5 12.8
135073865 43 59.0 8.1 0.87 35.5 8.5 12.8
135073866 43 59.0 8.1 0.87 35.5 8.5 12.8
135073867 43 59.0 8.1 0.87 35.5 8.5 12.8
135073868 43 59.0 8.1 0.87 35.5 8.5 12.8
135073869 43 59.0 8.1 0.87 35.5 8.5 12.8
135073870 43 59.0 8.1 0.87 35.5 8.5 12.8
135073871 43 59.0 8.1 0.87 35.5 8.5 12.8
135073872 43 59.0 8.1 0.87 35.5 8.5 12.8
135073873 43 59.0 8.1 0.87 35.5 8.5 12.8
135073875 43 56.0 8.5 0.83 35.5 8.5 12.8
135073876 43 56.0 8.5 0.83 35.5 8.5 12.8
Apr/17/2019
SO-086541 BLI-075-06N-06W-D-30
Page 3 of 8
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Randleman NC US
ASTMD4632 Peel
Strength(lbs)
ASTMD6768Tensile
Strength(ppi)
ASTMD6496 Peel
Strength(ppi)
ASTMD5993 ClayContent @
0% Moisture(lbs/sf)
ASTM
D5890 FreeSwell (ml/2g)
ASTMD2216
MoistureContent (%)
ASTM
D5891 FluidLoss (ml)
ROLL TEST DATA REPORT
Waste Management, Inc.
135073877 43 56.0 8.5 0.83 35.5 8.5 12.8
135073878 43 56.0 8.5 0.83 35.5 8.5 12.8
135073879 43 56.0 8.5 0.83 35.5 8.5 12.8
135073880 43 56.0 8.5 0.83 35.5 8.5 12.8
135073881 43 56.0 8.5 0.83 34.0 9.6 10.2
135073882 43 56.0 8.5 0.83 34.0 9.6 10.2
135073883 43 56.0 8.5 0.83 34.0 9.6 10.2
135073884 43 56.0 8.5 0.83 34.0 9.6 10.2
135073885 43 56.0 8.5 0.83 34.0 9.6 10.2
135073886 43 56.0 8.5 0.83 34.0 9.6 10.2
135073887 43 56.0 8.5 0.83 34.0 9.6 10.2
135073888 43 56.0 8.5 0.83 34.0 9.6 10.2
135073889 42 60.0 8.7 0.98 34.0 9.6 10.2
135073890 42 60.0 8.7 0.98 34.0 9.6 10.2
135073891 42 60.0 8.7 0.98 34.0 9.6 10.2
135073892 42 60.0 8.7 0.98 34.0 9.6 10.2
135073893 42 60.0 8.7 0.98 34.0 9.6 10.2
135073894 42 60.0 8.7 0.98 34.0 9.6 10.2
135073895 42 60.0 8.7 0.98 34.0 9.6 10.2
135073896 42 60.0 8.7 0.98 34.0 9.6 10.2
135073897 42 60.0 8.7 0.98 34.0 9.6 10.2
135073898 42 60.0 8.7 0.98 34.0 9.6 10.2
135073899 42 60.0 8.7 0.98 34.0 9.6 10.2
135073900 42 60.0 8.7 0.98 34.0 9.6 10.2
135073901 42 60.0 8.7 0.98 34.0 9.6 10.2
135073902 42 60.0 8.7 0.98 34.0 9.6 10.2
135073903 42 60.0 8.7 0.98 34.0 9.6 10.2
135073904 42 60.0 8.7 0.98 34.0 9.6 10.2
135073905 42 59.0 8.8 0.96 34.0 9.6 10.2
135073906 42 59.0 8.8 0.96 34.0 9.6 10.2
135073907 42 59.0 8.8 0.96 34.0 9.6 10.2
135073908 42 59.0 8.8 0.96 34.0 9.6 10.2
135073909 42 59.0 8.8 0.96 34.0 9.6 10.2
135073910 42 59.0 8.8 0.96 34.0 9.6 10.2
Apr/17/2019
SO-086541 BLI-075-06N-06W-D-30
Page 4 of 8
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Randleman NC US
ASTMD4632 Peel
Strength(lbs)
ASTMD6768Tensile
Strength(ppi)
ASTMD6496 Peel
Strength(ppi)
ASTMD5993 ClayContent @
0% Moisture(lbs/sf)
ASTM
D5890 FreeSwell (ml/2g)
ASTMD2216
MoistureContent (%)
ASTM
D5891 FluidLoss (ml)
ROLL TEST DATA REPORT
Waste Management, Inc.
135073911 42 59.0 8.8 0.96 34.0 9.6 10.2
135073912 42 59.0 8.8 0.96 34.0 9.6 10.2
135073913 42 59.0 8.8 0.96 34.0 9.6 10.2
135073914 42 59.0 8.8 0.96 34.0 9.6 10.2
135073915 42 59.0 8.8 0.96 34.0 9.6 10.2
135073916 42 59.0 8.8 0.96 34.0 9.6 10.2
135073917 42 59.0 8.8 0.96 34.0 9.6 10.2
135073918 42 59.0 8.8 0.96 34.0 9.6 10.2
135073919 42 59.0 8.8 0.96 34.0 9.6 10.2
135073920 42 59.0 8.8 0.96 34.0 9.6 10.2
135073921 67 61.0 13.5 0.86 34.0 9.6 10.2
135073922 67 61.0 13.5 0.86 34.0 9.6 10.2
135073923 67 61.0 13.5 0.86 34.0 9.6 10.2
135073924 67 61.0 13.5 0.86 34.0 9.6 10.2
135073925 67 61.0 13.5 0.86 34.0 9.6 10.2
135073926 67 61.0 13.5 0.86 34.0 9.6 10.2
135073927 67 61.0 13.5 0.86 34.0 9.6 10.2
135073928 67 61.0 13.5 0.86 34.0 9.6 10.2
135073929 67 61.0 13.5 0.86 34.0 9.6 10.2
135073930 67 61.0 13.5 0.86 34.0 9.6 10.2
135073931 67 61.0 13.5 0.86 34.0 9.6 10.2
135073932 67 61.0 13.5 0.86 34.0 9.4 10.2
135073933 67 61.0 13.5 0.86 34.0 9.4 10.2
135073934 67 61.0 13.5 0.86 34.0 9.4 10.2
135073935 67 61.0 13.5 0.86 34.0 9.4 10.2
135073936 67 61.0 13.5 0.86 34.0 9.4 10.2
135073937 56 56.0 10.9 0.86 34.0 9.4 10.2
135073938 56 56.0 10.9 0.86 34.0 9.4 10.2
135073939 56 56.0 10.9 0.86 34.0 9.4 10.2
135073940 56 56.0 10.9 0.86 34.0 9.4 10.2
135073941 56 56.0 10.9 0.86 34.0 9.4 10.2
135073942 56 56.0 10.9 0.86 34.0 9.4 10.2
135073943 56 56.0 10.9 0.86 34.0 9.4 10.2
135073944 56 56.0 10.9 0.86 34.0 9.4 10.2
Apr/17/2019
SO-086541 BLI-075-06N-06W-D-30
Page 5 of 8
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Randleman NC US
ASTMD4632 Peel
Strength(lbs)
ASTMD6768Tensile
Strength(ppi)
ASTMD6496 Peel
Strength(ppi)
ASTMD5993 ClayContent @
0% Moisture(lbs/sf)
ASTM
D5890 FreeSwell (ml/2g)
ASTMD2216
MoistureContent (%)
ASTM
D5891 FluidLoss (ml)
ROLL TEST DATA REPORT
Waste Management, Inc.
135073945 56 56.0 10.9 0.86 34.0 9.4 10.2
135073947 56 56.0 10.9 0.86 34.0 9.4 10.2
135073948 56 56.0 10.9 0.86 34.0 9.4 10.2
135073949 56 56.0 10.9 0.86 34.0 9.4 10.2
135073950 56 56.0 10.9 0.86 34.0 9.4 10.2
135073951 56 56.0 10.9 0.86 34.0 9.4 10.2
135073952 56 56.0 10.9 0.86 34.0 9.4 10.2
135073953 41 59.0 8.7 0.87 34.0 9.4 10.2
135073954 41 59.0 8.7 0.87 34.0 9.4 10.2
135073955 41 59.0 8.7 0.87 34.0 9.4 10.2
135073956 41 59.0 8.7 0.87 34.0 9.4 10.2
135073957 41 59.0 8.7 0.87 34.0 9.4 10.2
135073958 41 59.0 8.7 0.87 34.0 9.4 10.2
135073959 41 59.0 8.7 0.87 34.0 9.4 10.2
135073960 41 59.0 8.7 0.87 34.0 9.4 10.2
135073961 41 59.0 8.7 0.87 34.0 9.4 10.2
135073962 41 59.0 8.7 0.87 34.0 9.4 10.2
135073963 41 59.0 8.7 0.87 34.0 9.4 10.2
135073964 41 59.0 8.7 0.87 34.0 9.4 10.2
135073965 41 59.0 8.7 0.87 34.0 9.4 10.2
135073966 41 59.0 8.7 0.87 34.0 9.4 10.2
135073967 41 59.0 8.7 0.87 34.0 9.4 10.2
135073968 41 59.0 8.7 0.87 34.0 9.4 10.2
135073969 41 68.0 8.1 0.97 34.0 9.4 10.2
135073970 41 68.0 8.1 0.97 34.0 9.4 10.2
135073971 41 68.0 8.1 0.97 34.0 9.4 10.2
135073972 41 68.0 8.1 0.97 34.0 9.4 10.2
135073973 41 68.0 8.1 0.97 34.0 9.4 10.2
135073974 41 68.0 8.1 0.97 34.0 9.4 10.2
135073975 41 68.0 8.1 0.97 34.0 9.4 10.2
135073976 41 68.0 8.1 0.97 34.0 9.4 10.2
135073977 41 68.0 8.1 0.97 34.0 9.4 10.2
135073978 41 68.0 8.1 0.97 34.0 9.4 10.2
135073979 41 68.0 8.1 0.97 34.0 9.4 10.2
Apr/17/2019
SO-086541 BLI-075-06N-06W-D-30
Page 6 of 8
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Randleman NC US
ASTMD4632 Peel
Strength(lbs)
ASTMD6768Tensile
Strength(ppi)
ASTMD6496 Peel
Strength(ppi)
ASTMD5993 ClayContent @
0% Moisture(lbs/sf)
ASTM
D5890 FreeSwell (ml/2g)
ASTMD2216
MoistureContent (%)
ASTM
D5891 FluidLoss (ml)
ROLL TEST DATA REPORT
Waste Management, Inc.
135073980 41 68.0 8.1 0.97 34.0 9.4 10.2
135073981 41 68.0 8.1 0.97 35.0 8.6 12.6
135073982 41 68.0 8.1 0.97 35.0 8.6 12.6
135073983 41 68.0 8.1 0.97 35.0 8.6 12.6
135073984 41 68.0 8.1 0.97 35.0 8.6 12.6
135073985 43 59.0 7.9 0.92 35.0 8.6 12.6
135073986 43 59.0 7.9 0.92 35.0 8.6 12.6
135073987 43 59.0 7.9 0.92 35.0 8.6 12.6
135073988 43 59.0 7.9 0.92 35.0 8.6 12.6
135073989 43 59.0 7.9 0.92 35.0 8.6 12.6
135073990 43 59.0 7.9 0.92 35.0 8.6 12.6
135073991 43 59.0 7.9 0.92 35.0 8.6 12.6
135073992 43 59.0 7.9 0.92 35.0 8.6 12.6
135073993 43 59.0 7.9 0.92 35.0 8.6 12.6
135073994 43 59.0 7.9 0.92 35.0 8.6 12.6
135073995 43 59.0 7.9 0.92 35.0 8.6 12.6
135073996 43 59.0 7.9 0.92 35.0 8.6 12.6
135073997 43 59.0 7.9 0.92 35.0 8.6 12.6
135073998 43 59.0 7.9 0.92 35.0 8.6 12.6
135073999 43 59.0 7.9 0.92 35.0 8.6 12.6
135074000 43 59.0 7.9 0.92 35.0 8.6 12.6
135074001 57 57.0 11.2 0.87 35.0 8.6 12.6
135074002 57 57.0 11.2 0.87 35.0 8.6 12.6
135074003 57 57.0 11.2 0.87 35.0 8.6 12.6
135074004 57 57.0 11.2 0.87 35.0 8.6 12.6
135074005 57 57.0 11.2 0.87 35.0 8.6 12.6
135074006 57 57.0 11.2 0.87 35.0 8.6 12.6
135074007 57 57.0 11.2 0.87 35.0 8.6 12.6
135074008 57 57.0 11.2 0.87 35.0 8.6 12.6
135074009 57 57.0 11.2 0.87 35.0 8.6 12.6
135074010 57 57.0 11.2 0.87 35.0 8.6 12.6
135074011 57 57.0 11.2 0.87 35.0 8.6 12.6
135074012 57 57.0 11.2 0.87 35.0 8.6 12.6
135074013 57 57.0 11.2 0.87 35.0 8.6 12.6
Apr/17/2019
SO-086541 BLI-075-06N-06W-D-30
Page 7 of 8
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Randleman NC US
ASTMD4632 Peel
Strength(lbs)
ASTMD6768Tensile
Strength(ppi)
ASTMD6496 Peel
Strength(ppi)
ASTMD5993 ClayContent @
0% Moisture(lbs/sf)
ASTM
D5890 FreeSwell (ml/2g)
ASTMD2216
MoistureContent (%)
ASTM
D5891 FluidLoss (ml)
ROLL TEST DATA REPORT
Waste Management, Inc.
135074014 57 57.0 11.2 0.87 35.0 8.6 12.6
135074015 57 57.0 11.2 0.87 35.0 8.6 12.6
135074016 57 57.0 11.2 0.87 35.0 8.6 12.6
135074017 40 60.0 7.7 0.86 35.0 8.6 12.6
135074018 40 60.0 7.7 0.86 35.0 8.6 12.6
135074020 40 60.0 7.7 0.86 35.0 8.6 12.6
135074021 40 60.0 7.7 0.86 35.0 8.6 12.6
135074022 40 60.0 7.7 0.86 35.0 8.6 12.6
135074023 40 60.0 7.7 0.86 35.0 8.6 12.6
135074024 40 60.0 7.7 0.86 35.0 8.6 12.6
135074025 40 60.0 7.7 0.86 35.0 8.6 12.6
135074026 40 60.0 7.7 0.86 35.0 8.6 12.6
135074027 40 60.0 7.7 0.86 35.0 8.6 12.8
135074028 40 60.0 7.7 0.86 35.0 8.6 12.8
135074029 40 60.0 7.7 0.86 35.0 8.6 12.8
135074030 40 60.0 7.7 0.86 35.0 8.6 12.8
135074031 40 60.0 7.7 0.86 35.0 8.6 12.8
135074032 40 60.0 7.7 0.86 35.0 8.6 12.8
135074033 38 65.0 7.2 0.85 35.0 8.6 12.8
135074034 38 65.0 7.2 0.85 35.0 8.6 12.8
135074035 38 65.0 7.2 0.85 35.0 8.6 12.8
135074036 38 65.0 7.2 0.85 35.0 8.6 12.8
135074037 38 65.0 7.2 0.85 35.0 8.6 12.8
135074038 38 65.0 7.2 0.85 35.0 8.6 12.8
135074039 38 65.0 7.2 0.85 35.0 8.6 12.8
135074040 38 65.0 7.2 0.85 35.0 8.6 12.8
135074041 38 65.0 7.2 0.85 35.0 8.6 12.8
135074042 38 65.0 7.2 0.85 35.0 8.6 12.8
135074043 38 65.0 7.2 0.85 35.0 8.6 12.8
135074044 38 65.0 7.2 0.85 35.0 8.6 12.8
135074045 38 65.0 7.2 0.85 35.0 8.6 12.8
135074046 38 65.0 7.2 0.85 35.0 8.6 12.8
135074047 38 65.0 7.2 0.85 35.0 8.6 12.8
135074048 38 65.0 7.2 0.85 35.0 8.6 12.8
Apr/17/2019
SO-086541 BLI-075-06N-06W-D-30
Page 8 of 8
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Randleman NC US
ASTMD4632 Peel
Strength(lbs)
ASTMD6768Tensile
Strength(ppi)
ASTMD6496 Peel
Strength(ppi)
ASTMD5993 ClayContent @
0% Moisture(lbs/sf)
ASTM
D5890 FreeSwell (ml/2g)
ASTMD2216
MoistureContent (%)
ASTM
D5891 FluidLoss (ml)
ROLL TEST DATA REPORT
Waste Management, Inc.
135074049 36 54.0 12.1 0.90 35.0 8.6 12.8
135074050 36 54.0 12.1 0.90 35.0 8.6 12.8
135074051 36 54.0 12.1 0.90 35.0 8.6 12.8
135074052 36 54.0 12.1 0.90 35.0 8.6 12.8
135074053 36 54.0 12.1 0.90 35.0 8.6 12.8
135074054 36 54.0 12.1 0.90 35.0 8.6 12.8
135074055 36 54.0 12.1 0.90 35.0 8.6 12.8
135074056 36 54.0 12.1 0.90 35.0 8.6 12.8
135074057 36 54.0 12.1 0.90 35.0 8.6 12.8
135074058 36 54.0 12.1 0.90 35.0 8.6 12.8
135074059 36 54.0 12.1 0.90 35.0 8.6 12.8
135074060 36 54.0 12.1 0.90 35.0 8.6 12.8
135074061 36 54.0 12.1 0.90 35.0 8.6 12.8
135074062 36 54.0 12.1 0.90 35.0 8.6 12.8
135074063 36 54.0 12.1 0.90 35.0 8.6 12.8
135074064 36 54.0 12.1 0.90 35.0 8.6 12.8
19103 Gundle Road Houston, TX 77073
Laboratory Manager
This test report shall not be reproduced, except in full, without written approval of the laboratory.GSE-8.2.4-029 Rev01 - - 02/10
CERTIFICATE OF ANALYSIS Shipped From:Bentonite Performance Minerals LLC
789 Hwy. 14-A East
PRODUCT: National 30 Lovell, WY 82431
Mesh Mesh
Car Shippers Load Lot Moisture F.L.MBC Free Swell PWA % + 20 % - 200
Number Number Date Code 12 max 18 max MEQ 25 min 700 min (15.0 Max) (10.0 Max)
BNSF 435290 905547226 3/12/2019 30312191 8.5 17.6 104 31 828 2.41 2.27
Sold To:GSE Clay Lining Technology, Co.Q A Supervisor
1245 Eastland Ave.David Hayes
Kingstree SC 29556
3/13/2019
Shipped To:GSE Clay Lining Technology, Co.
1245 Eastland Ave.
Kingstree SC 29556
Attn:Jodie Williams
Stephen Williamson
Edgardo Cornejo
Ed Zimmel
GSE Bentoliner Clay Lining Technology, Co.
CERTIFICATE OF ANALYSIS Shipped From:Bentonite Performance Minerals LLC
789 Hwy. 14-A East
PRODUCT: National 30 Lovell, WY 82431
Mesh Mesh
Car Shippers Load Lot Moisture F.L.MBC Free Swell PWA % + 20 % - 200
Number Number Date Code 12 max 18 max MEQ 25 min 700 min (15.0 Max) (10.0 Max)
BNSF 436627 905547227 3/13/2019 30313191 9.0 16.0 102 30 822 0.88 2.06
BNSF 431958 905547231 3/13/2019 30313192 9.1 16.4 104 30 829 2.52 0.71
ATSF 315592 905547255 3/15/2019 30315191 9.2 14.8 106 31 850 1.28 1.36
Sold To:GSE Clay Lining Technology, Co.Q A Supervisor
1245 Eastland Ave.David Hayes
Kingstree SC 29556
3/18/2019
Shipped To:GSE Clay Lining Technology, Co.
1245 Eastland Ave.
Kingstree SC 29556
Attn:Jodie Williams
Stephen Williamson
Edgardo Cornejo
Ed Zimmel
GSE Bentoliner Clay Lining Technology, Co.
Order
Customer
Project Name
Roll#Daily Lot Product Code Mfg Date Length Pickup
135073808-C&IF 39041109 BLI-075-06N-06W-D-30 4/11/2019 150 4/18
135073809 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073810 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073811 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073812 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073813 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073814 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073815 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073816 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073817 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073818 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073819 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073820 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073821 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073822 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073823 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073824 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073825 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073826 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073827 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073828 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073829 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073830 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073831 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073832 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073833 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073834 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073835 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073836 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073837 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073838 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073839 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073840 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073841 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073842 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073843 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073844 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073845 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073846 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073847 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073848 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073849 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073850 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073851 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073852 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073853 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073854 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073855 39041109 BLI-075-06N-06W-D-30 4/11/2019 150
135073856 39041109 BLI-075-06N-06W-D-30 4/12/2019 150 4/18
CONFORMANCE ROLLS
SO-086541
Waste Management, Inc.
GREAT OAK LF CELL 3
TRI/AUSTIN
1 ft x roll width, 100,000 sf, min 1/lot.
Additional 2 ft x roll width for interface
testing
GSE 8.2.4-020 Rev 01 02/10
Wednesday, April 17, 2019
Order
Customer
Project Name
Roll#Daily Lot Product Code Mfg Date Length Pickup
CONFORMANCE ROLLS
SO-086541
Waste Management, Inc.
GREAT OAK LF CELL 3
TRI/AUSTIN
1 ft x roll width, 100,000 sf, min 1/lot.
Additional 2 ft x roll width for interface
testing
135073857 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073858 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073859 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073860 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073861 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073862 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073863 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073864 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073865 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073866 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073867 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073868 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073869 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073870 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073871 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073872 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073873 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073875 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073876 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073877 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073878 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073879 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073880 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073881 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073882 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073883 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073884 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073885 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073886 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073887 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073888 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073889 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073890 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073891 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073892 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073893 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073894 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073895 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073896 39041109 BLI-075-06N-06W-D-30 4/12/2019 150 4/18
135073897 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073898 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073899 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073900 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073901 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073902 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073903 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073904 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073905 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073906 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
GSE 8.2.4-020 Rev 01 02/10
Wednesday, April 17, 2019
Order
Customer
Project Name
Roll#Daily Lot Product Code Mfg Date Length Pickup
CONFORMANCE ROLLS
SO-086541
Waste Management, Inc.
GREAT OAK LF CELL 3
TRI/AUSTIN
1 ft x roll width, 100,000 sf, min 1/lot.
Additional 2 ft x roll width for interface
testing
135073907 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073908 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073909 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073910 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073911 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073912 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073913 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073914 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073915 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073916 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073917 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073918 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073919 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073920 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073921 39041109 BLI-075-06N-06W-D-30 4/12/2019 150
135073922 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073923 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073924 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073925 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073926 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073927 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073928 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073929 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073930 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073931 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073932 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073933 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073934 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073935 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073936 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073937 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073938 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073939 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073940 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073941 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073942 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073943 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073944 39041309 BLI-075-06N-06W-D-30 4/13/2019 150 4/18
135073945 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073947 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073948 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073949 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073950 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073951 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073952 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073953 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073954 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073955 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073956 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
GSE 8.2.4-020 Rev 01 02/10
Wednesday, April 17, 2019
Order
Customer
Project Name
Roll#Daily Lot Product Code Mfg Date Length Pickup
CONFORMANCE ROLLS
SO-086541
Waste Management, Inc.
GREAT OAK LF CELL 3
TRI/AUSTIN
1 ft x roll width, 100,000 sf, min 1/lot.
Additional 2 ft x roll width for interface
testing
135073957 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073958 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073959 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073960 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073961 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073962 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073963 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073964 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073965 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073966 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073967 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073968 39041309 BLI-075-06N-06W-D-30 4/13/2019 150
135073969 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073970 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073971 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073972 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073973 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073974 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073975 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073976 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073977 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073978 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073979 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073980 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073981 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073982 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073983 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073984 39041309 BLI-075-06N-06W-D-30 4/14/2019 150 4/18
135073985 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073986 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073987 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073988 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073989 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073990 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073991 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073992 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073993 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073994 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073995 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073996 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073997 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073998 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135073999 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074000 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074001 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074002 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074003 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074004 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074005 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
GSE 8.2.4-020 Rev 01 02/10
Wednesday, April 17, 2019
Order
Customer
Project Name
Roll#Daily Lot Product Code Mfg Date Length Pickup
CONFORMANCE ROLLS
SO-086541
Waste Management, Inc.
GREAT OAK LF CELL 3
TRI/AUSTIN
1 ft x roll width, 100,000 sf, min 1/lot.
Additional 2 ft x roll width for interface
testing
135074006 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074007 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074008 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074009 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074010 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074011 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074012 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074013 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074014 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074015 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074016 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074017 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074018 39041309 BLI-075-06N-06W-D-30 4/14/2019 150
135074020 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074021 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074022 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074023 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074024 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074025 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074026 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074027 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074028 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074029 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074030 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074031 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074032 39041309 BLI-075-06N-06W-D-30 4/15/2019 150 4/18
135074033 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074034 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074035 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074036 39041309 BLI-075-06N-06W-D-30 4/15/2019 150
135074037 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074038 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074039 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074040 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074041 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074042 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074043 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074044 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074045 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074046 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074047 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074048 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074049 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074050 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074051 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074052 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074053 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074054 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074055 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
GSE 8.2.4-020 Rev 01 02/10
Wednesday, April 17, 2019
Order
Customer
Project Name
Roll#Daily Lot Product Code Mfg Date Length Pickup
CONFORMANCE ROLLS
SO-086541
Waste Management, Inc.
GREAT OAK LF CELL 3
TRI/AUSTIN
1 ft x roll width, 100,000 sf, min 1/lot.
Additional 2 ft x roll width for interface
testing
135074056 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074057 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074058 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074059 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074060 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074061 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074062 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074063 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
135074064 39041309 BLI-075-06N-06W-D-30 4/16/2019 150
GSE 8.2.4-020 Rev 01 02/10
Wednesday, April 17, 2019
Report Date
5/9/2019
Project:
Sales Order:
Product:
Required Testing:

Frequency
Effective Stress:
Index Hydraulic
Flux Conductivity
Production Date (m³/m²/sec)(cm/sec)
4/11/2019 2.80 x 10-09 1.02 x 10-09
4/12/2019 3.10 x 10-09 1.42 x 10-09
4/15/2019 3.91 x 10-09 1.67 x 10-09

Approved By:
Date
Approved:
135073808
135073916
Roll Number
Saturated Geosynthetic Clay Liner Specimens Using a Flexible Wall Permeameter
WMI/GREAT OAK LF CELL 3
Barbara McCrea
135074026
Quality Assurance Laboratory Test Results
5 Psi
1/250,000 sf
ASTM D5887 - Standard Test Method for Measurement of Index Flux Through
May 9, 2019
86541
BLI-075-06N-06W-D-30

GSE 8.2.4-037
Rev 02 06/07/12
GCL TEST RESULTS
TRI Client: Solmax GSE
Project: WMI Great Oaks
Material:Solmax GSE Bentoliner NWL 35 GCL
Sample Identification: 135073808
TRI Log #: 45931
STD.PROJ.
Internal Shear Strength (ASTM D6243, modified via single point, shear at 0.04 ipm)
Sample hydrated under 200 psf for 24 hours
Maximum Internal Shear Strengfth (psf)1404 Secant Friction Angle (degrees)81.9 1404 500 min
page 2 of 2

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix E-2
CQA Conformance Testing Results

Mail To:Bill To:
Susan Harrison <= Same (P.O. # 1126107970)Waste Managemen1047 Highway Church RdElgin SC 29045
email: [e-mail] email: [e-mail] email: [e-mail]
Dear Ms. Harrison:
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: Great Oak Landfill Cell 3
TRI Job Reference Number:46065
Material(s) Tested:Six,Solmax GSE Bentoliner NWL 35 GCL(s)
Test(s) Requested:Mass/Unit Area (ASTM D5993)Peel Strength (ASTM D6496)Index Flux (ASTM D5887)
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
www.tri-env.com
May 2, 2019
page 1 of 7
GCL TEST RESULTS
TRI Client: Waste Managemen
Project: Great Oak Landfill Cell 3
Material:Bentoliner NWL 35 GCL
Sample Identification: 135073808
TRI Log #: 46065
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)1.10 0.76 0.85 1.05 0.86 0.92 0.14
Moisture Content (%)9.3 9.6 9.8 9.8 11.3 10.0 0.8
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)10.3 9.6 12.8 11.5 13.3 11.5 1.6
Index Flux (ASTM D5887)
Index Flux (m3/m2/sec)4.3E-09 4.3E-09
Hydraulic Conductivity (cm/sec)1.8E-09 1.8E-09
MD Machine Direction TD Transverse Direction NA Not Available
page 2 of 7
GCL TEST RESULTS
TRI Client: Waste Managemen
Project: Great Oak Landfill Cell 3
Material:Bentoliner NWL 35 GCL
Sample Identification: 135073856
TRI Log #: 46065
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.95 0.70 0.83 0.83 1.03 0.87 0.13
Moisture Content (%)12.4 10.7 11.2 10.7 10.7 11.1 0.7
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)10.4 10.7 11.6 10.3 12.2 11.0 0.8
Index Flux (ASTM D5887)
Index Flux (m3/m2/sec)3.2E-09 3.2E-09
Hydraulic Conductivity (cm/sec)1.2E-09 1.2E-09
MD Machine Direction TD Transverse Direction NA Not Available
page 3 of 7
GCL TEST RESULTS
TRI Client: Waste Managemen
Project: Great Oak Landfill Cell 3
Material:Bentoliner NWL 35 GCL
Sample Identification: 135073896
TRI Log #: 46065
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.86 0.73 0.77 0.72 1.00 0.82 0.12
Moisture Content (%)10.3 10.3 10.8 10.1 10.5 10.4 0.3
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)14.0 14.2 14.4 13.0 12.2 13.6 0.9
Index Flux (ASTM D5887)
Index Flux (m3/m2/sec)4.1E-09 4.1E-09
Hydraulic Conductivity (cm/sec)1.7E-09 1.7E-09
MD Machine Direction TD Transverse Direction NA Not Available
page 4 of 7
GCL TEST RESULTS
TRI Client: Waste Managemen
Project: Great Oak Landfill Cell 3
Material:Bentoliner NWL 35 GCL
Sample Identification: 135073944
TRI Log #: 46065
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.83 0.70 0.83 0.78 1.03 0.83 0.12
Moisture Content (%)10.3 11.1 11.9 10.4 10.2 10.8 0.7
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)9.0 9.6 11.4 12.8 9.4 10.4 1.6
Index Flux (ASTM D5887)
Index Flux (m3/m2/sec)2.1E-09 2.1E-09
Hydraulic Conductivity (cm/sec)9.4E-10 9.4E-10
MD Machine Direction TD Transverse Direction NA Not Available
page 5 of 7
GCL TEST RESULTS
TRI Client: Waste Managemen
Project: Great Oak Landfill Cell 3
Material:Bentoliner NWL 35 GCL
Sample Identification: 135073984
TRI Log #: 46065
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.85 0.84 0.81 0.73 0.92 0.83 0.07
Moisture Content (%)9.2 9.1 9.2 9.2 9.2 9.2 0.0
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)8.4 12.0 9.6 5.7 6.3 8.4 2.6
Index Flux (ASTM D5887)
Index Flux (m3/m2/sec)2.4E-09 2.4E-09
Hydraulic Conductivity (cm/sec)1.0E-09 1.0E-09
MD Machine Direction TD Transverse Direction NA Not Available
page 6 of 7
GCL TEST RESULTS
TRI Client: Waste Managemen
Project: Great Oak Landfill Cell 3
Material:Bentoliner NWL 35 GCL
Sample Identification: 135074032
TRI Log #: 46065
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.86 0.83 0.74 0.81 0.86 0.82 0.05
Moisture Content (%)9.9 10.0 10.0 10.1 9.7 9.9 0.2
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)10.3 11.0 12.9 12.1 9.4 11.1 1.4
Index Flux (ASTM D5887)
Index Flux (m3/m2/sec)3.7E-09 3.7E-09
Hydraulic Conductivity (cm/sec)1.4E-09 1.4E-09
MD Machine Direction TD Transverse Direction NA Not Available
page 7 of 7

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix F
Leachate Management Information

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix F-1
LCS and LDS Pipe, Aggregate, and Pump Information

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix F-2
LCS and LDS Pipe Camera Inspection

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix F-3
Leachate Force Main Pressure Tests

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix G
Protective Soil Cover

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix G-1
Laboratory Results

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix H
Leak Location Work Plan and Report

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix H-1
Leak Location Work Plan

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix H-2
Leak Location Report

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix I
Correspondences

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix I-1
Project Correspondences

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix I-2
Preconstruction Meeting and Progress Meeting Summary

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix I-3
Weekly Summary Field Reports and Photographs

Cell 3A Construction Certification Report
Great Oak Landfill www.scsengineers.com

Appendix J
As-Built Drawings

EXISTING
CELL 1B
FUTURE
CELL 4
FUTURE
CELL 7
FUTURE
CELL 6
FUTURE
CELL 3B
EXISTING
CELL 2
SCS ENGINEERS, PC2520 WHITEHALL PARK DRIVE, SUITE 450CHARLOTTE, NORTH CAROLINA 28273PHONE: [phone] FAX: [phone]CELL 3A SUBGRADE AS-BUILT01 GREAT OAK LANDFILLWASTE MANAGEMENT OF CAROLINAS, INC.3597 OLD CEDAR FALLS ROADCELL 3A CONSTRUCTIONRANDLEMAN, NORTH CAROLINA 27317