3402_HanesMillRdMSWLF_CQARpt_Cell5_DIN27325_20170127

As-Built
Certification
Documentation
Hanes Mill Road Landfill
Cell 5 Expansion

Winston Salem, North Carolina
January 2017

HDR Engineering, Inc. of the Carolinas 440 S. Church St., Suite 1000, Charlotte, NC 28202 704-338.6700 NC License F0116

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Contents
Contents
Abstract ......................................................................................................................................... 1
Certification ................................................................................................................................... 2
1 Introduction ............................................................................................................................ 3
1.1 General ........................................................................................................................... 3
1.2 Background .................................................................................................................... 3
1.3 Project Description ......................................................................................................... 3
2 Construction Quality Programs .............................................................................................. 1
2.1 Purpose and Scope ........................................................................................................ 1
2.1.1 Construction Quality Control Program ..................................................................... 1
2.1.2 Construction Quality Assurance Program ............................................................... 1
2.2 Project Criteria ................................................................................................................ 2
2.3 CQA/CQC Personnel ...................................................................................................... 2
3 Earthwork Construction Quality Assurance ........................................................................... 5
3.1 General ........................................................................................................................... 5
3.2 Preconstruction Material Source Testing ........................................................................ 5
3.2.1 Structural/Embankment Fill ..................................................................................... 5
3.2.2 Soil Liner ................................................................................................................. 5
3.2.3 Leachate Collection Layer/Operational Cover ......................................................... 5
3.3 Inspection and In-Place Testing of Earthwork ................................................................ 6
3.3.1 Soil Liner/Subbase .................................................................................................. 6
3.4 Leachate Collection ........................................................................................................ 7
3.4.1 Leachate Collection Layer ....................................................................................... 7
3.4.2 Leachate Collection Stone ...................................................................................... 7
3.5 Anchor Trench Backfill .................................................................................................... 8
4 Geosynthetic Construction Quality Assurance ...................................................................... 9
4.1 General ........................................................................................................................... 9
4.2 Quality Control Testing of Geosynthetics ....................................................................... 9
4.2.1 Geomembrane ........................................................................................................ 9
4.2.2 Drainage Composite ................................................................................................ 9
4.2.3 Geotextile ................................................................................................................ 9
4.2.4 Geosynthetic Clay Liner ........................................................................................ 10
4.3 Liner System Installation, Monitoring, and Testing ....................................................... 10
4.3.1 Geosynthetic Clay Liner ........................................................................................ 10
4.3.2 Geomembrane Panel Deployment ........................................................................ 10
4.3.3 Trial Seams ........................................................................................................... 10
4.3.4 Panel Seaming ...................................................................................................... 11
4.3.5 Nondestructive Seam Testing ............................................................................... 11
4.3.6 Destructive Seam Testing ..................................................................................... 12
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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Contents
4.3.7 Drainage Composite Installation Monitoring .......................................................... 12
4.3.8 Separator Non-Woven Geotextile Installation Monitoring ...................................... 13
4.3.9 Cushion Non-Woven Geotextile Installation Monitoring ........................................ 13
4.3.10 Pipe Installation Monitoring ................................................................................... 13
5 Methane Fire Remediation .................................................................................................. 14
6 Erosion and Sedimentation Control and Site Drainage Features ........................................ 15
7 Photographic Documentation .............................................................................................. 16

Appendices
Appendix A - Related Correspondence
Appendix B - CQC Field and Laboratory Testing-Soils
B1 Borrow Source Characterization Study
B2 Structural/Embankment Fill Field and Lab Test Data
B3 Test Strip Data
B4 Soil Liner – Field and Laboratory Test Results
B5 Operational Cover and Leachate Collection Stone
Appendix C - CQA Field and Laboratory Testing-Soils
C1 Borrow Source Characterization Study
C2 Stockpile Testing
C3 Test Strip Data
C4 Soil Liner Testing
Appendix D - Geosynthetic Manufacturers’ Quality Control Data
D1 Geosynthetic Clay Liner QC Certificates
D2 Geomembrane QC Data
D3 Drainage Composite QC Certificates
D4 Geotextile QC Certificates
D5 Interface Friction Tests
Appendix E - HDPE Pipe Data
Appendix F - Subbase Inspection Forms
Appendix G - Geomembrane Liner Documentation
G1 Panel Placement Log
G2 Repair Log
G3 Trial Seam and Destructive Test Log
G4 Seaming Log
G5 Non-Destructive Test Log
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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Contents
G6 Destructive Seam Strength Test Results
G7 Tensiometer Calibration Certificate
Appendix H - Leachate Collection Video Recording
Appendix I - As–Built Drawings
I1 Progressive As-Built
I2 Liner Panel Placement

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Abstract
Abstract
This certification report addresses the construction documentation of the approximate 14-acre
Cell 5 expansion of the Winston-Salem Hanes Landfill. Cell 5 is the second portion of Phase 2
of the Hanes Landfill Expansion area that was originally permitted for construction on
September 10, 2001. The new landfill cell is located west of Grassy Creek at the existing Hanes
Mill Road Solid Waste Facility.
The composite lined landfill cell was constructed between March and December of 2016. During
this time, HDR provided construction quality assurance (CQA) services to the Winston-Salem
City/County Utility Commission (CCUC) for monitoring and testing of soils and geosynthetic
components installed in the landfill expansion area. HDR provided CQA services on the
following components of the Hanes Landfill Cell 5 Expansion.
• Erosion and sedimentation control features
• Subgrade preparation
• Soil liner/subbase
• Geosynthetic clay liner
• Geomembrane liner
• Cushion geotextile
• Geocomposite drainage layer
• Stone leachate collection layer
• Operational cover layer
• Leachate collection piping system
The conformance of the construction materials and installation methods with the requirements
of the Construction Quality Assurance/Construction Quality Control (CQA/CQC) Plan and the
Contract Specifications was documented during the construction of each component. Materials,
site conditions, or test results that indicated nonconformance were identified, reported and
remediated. Remediation activities were monitored and documented. HDR reviewed as-built
survey information, as provided by Jimmy R. Lynch & Sons, Inc. (JRL) of Pilot Mountain, North
Carolina, to verify conformance with the construction limits and tolerances specified.

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 ExpansionCertification

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Certification
Based on HDR’s observations during construction, the test results, and as-built documentation
presented in this report, it is our opinion that the Hanes Landfill Cell 5 Expansion was
constructed in general accordance with:
 The Contract Plans and Specifications and CQA/CQC Plan, dated March 2016,
prepared by HDR Engineering, Inc. of the Carolinas.
 The conditions of Permit to Construct No. 34-02, originally issued May 21, 1996, and
most recently issued October 8, 2010.
 The requirements of Rule 15A NCAC 13B.1624.
 Acceptable engineering practices.
The services provided for this project were performed with the care and skill ordinarily exercised
by reputable members of the profession practicing under similar conditions at the same time
and the same or similar locality. No warranty, expressed or implied, is made or intended by
rendition of these consulting services or by furnishing oral or written reports of the findings
made. This report has been prepared for the exclusive use of the Winston-Salem City/County
Utility Commission.

Michael D. Plummer, P.E. Dean E. Ferry, C.E.T. Project Manager Senior Construction Coordinator
HDR Engineering, Inc. of the Carolinas N.C. P.E. # 025495

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Introduction

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1 Introduction
1.1 General
HDR was contracted by Winston-Salem City/County Utility Commission (CCUC) to perform
construction quality assurance (CQA) services for construction of the Hanes Landfill Cell 5
Expansion located in Winston-Salem, North Carolina. The landfill is operated by the CCUC as a
municipal solid waste (MSW) landfill regulated by the North Carolina Department of
Environmental Quality (NCDEQ). The expansion, currently consisting of one cell totaling
approximately 14 acres, was approved for construction under NCDEQ Landfill Permit No. 34-02,
issued October 8, 2010. Construction of Cell 5 began in March 2016 and was deemed
substantially complete in December 2016.
1.2 Background
The CCUC owns and operates the Hanes Mill Road Landfill located within the boundaries and
jurisdiction of the City of Winston-Salem. The landfill is west of U.S. Highway 52, between
Hanes Mill Road and Ziglar Road. The landfill is surrounded principally by industrial
development to the south and southwest, residential subdivisions to the west, undeveloped
woods to the north, and U.S. Highway 52 to the east.
The landfill opened in 1972 to serve the MSW disposal needs of the City of Winston-Salem and
Forsyth County. Weigh scales have been in continuous use since their installation in 1982.
The waste stream entering the Hanes Mill Road Landfill currently comes from Davie, Stokes,
and Forsyth Counties. Yadkin and Surry Counties are included in the permitted service area.
The existing closed landfill at the Hanes facility contains an unlined and a lined MSW unit and is
located on approximately 181 acres. The unlined area of the existing landfill was officially closed
in June of 1997 and final cap construction was completed in November 1998. Final cap
construction of the lined (piggyback) area was completed in April 2007.
In 1991, the CCUC acquired an additional 347 acres of land located adjacent to and directly
west of the existing landfill. On September 19, 2000, 230.23 acres of the 347 acres were
deemed suitable by NCDEQ for the Hanes Landfill Expansion. Approximately 90+/- acres of the
347 acres are proposed to be developed as a lined landfill. Phase 1, consisting of approximately
43 acres, was approved for construction by NCDEQ on September 10, 2001. Cell 1 of Phase 1
was constructed in 2003 and permitted to operate on October 27, 2004. Cell 2 of Phase 1 was
constructed in 2006 and permitted to operate on March 8, 2007, and Cells 3 and 4 were
constructed in 2011 and permitted to operate October 18, 2011.
1.3 Project Description
The 14-acre Hanes Landfill Cell 5 Expansion is a soil and synthetically lined facility located
generally west of the closed landfill and north of the current landfill.

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Introduction
Cell 5 was designed with an alternate liner system, which consists of the following components
in descending order:
• 60-mil primary high-density polyethylene (HDPE) geomembrane
• Geosynthetic clay liner
• 18-inch compacted soil liner (K<1x10-5 cm/sec)
Overlying the liner system in Cell 5 is a drainage composite, 24 inches of operational cover soil
on the west slope, and a 12-inch leachate collection stone layer overlain with a 12-inch
operational soil cover layer separated by a geotextile on the cell floor.
Construction of Cell 5 was completed in general accordance with the requirements of the
Contract Plans and Specifications prepared by HDR Engineering, Inc. of the Carolinas, dated
March 2016.
Support documentation such as field and laboratory testing reports, material certifications,
inspection forms and documentation, and as-built drawings is provided in the appendices of this
report.

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Construction Quality Programs
2 Construction Quality Programs
2.1 Purpose and Scope
The purpose of this certification report is to present the results of the construction quality control
(CQC) and construction quality assurance (CQA) documentation related to observations and
test data compiled during construction of Cell 5. This report has been prepared as required by
and in accordance with North Carolina Regulation 15A NCAC 13B.1624(b)(15). A description of
the CQC and CQA programs follows.
2.1.1 Construction Quality Control Program
CQC refers to those actions that provide a means to measure and regulate the characteristics of
an item or service to the specified contractual and regulatory requirements. Construction quality
control also refers to those actions taken by manufacturers, fabricators, installers, or
subcontractors (paid for by the Contractor) to ensure that the materials and the workmanship
meet the requirements of the CQA/CQC plan and the technical specifications for the project.
Jimmy R. Lynch & Sons, Inc. (JRL) of Pilot Mountain, North Carolina, was the general
contractor for the Cell 5 expansion. ECS Carolinas, LLP (ECS) of Greensboro, North Carolina,
under contract with JRL, provided CQC inspection and testing services required during
construction of the expansion. Field and laboratory test results associated with the earthwork
portion of the landfill construction are presented in Appendix B.
All earthwork construction, installation of the leachate collection system, CQC and surveying
services were provided by JRL. Installation of the geomembrane, drainage composite, and
geotextiles was conducted by National Lining Systems, Inc. (NLS) of Fort Myers, Florida. NLS,
under contract with JRL, provided the CQC inspection and testing of these components.
2.1.2 Construction Quality Assurance Program
CQA is a planned and systematic pattern of all means and actions designed to provide
confidence that items or services meet contractual and regulatory requirements, and will
perform satisfactorily in service. CQA refers to means and actions employed and paid for by the
Owner to assure the conformity of the earthwork, liner system, operational cover, and leachate
collection system with the CQA/CQC plan, and Contract Plans and Specifications for the
project. CQA is provided by a party independent from the manufacturer, fabricator, contractor,
and installer.
HDR provided CQA monitoring services during construction of Cell 5. These services included
the following:
• Overall coordination between all parties including CCUC representatives, the contractor,
CQC consultants, CQA soils and geosynthetic laboratory, and CQA surveyor.
• Resident inspection during periods of major work.
• Verification testing in the form of laboratory hydraulic conductivity, density testing, water
content, and index testing for the soil liner.
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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Construction Quality Programs
• Laboratory peel and shear (destructive seam strength) testing of geomembrane liner
seams.
• Preparation (or acquisition) of documentation associated with installation of the
geomembrane liner, as outlined in Section 4.0 of this report.
2.2 Project Criteria
Construction of Cell 5 was performed under the guidance of the following documents:
• NCDEQ Facility Permit 34-02.
• Contract Plans and Specifications for the Hanes Landfill Cell 5 Expansion, dated March
2016, prepared by HDR Engineering, Inc. of the Carolinas.
The quality of the overall project was governed by adherence to the project plans,
specifications, and drawings contained in Permit No. 34-02 and various modifications. The
quality of the soil fill material and installation of the liner system was governed by adherence to
the Construction Project Manual including the project specific CQA/CQC Plan. All construction
and CQA/CQC activities were conducted in accordance with the Contract Plans and
Specifications except as noted. Documentation of the construction activities and the results of
quality assurance and quality control testing are contained in the following sections and
appendices of this report.
2.3 CQA/CQC Personnel
HDR provided CQA services during construction of Cell 5, as described in this report. Key HDR
personnel for this project are listed below:
• Michael D. Plummer, P.E. – Design Engineer and Certifying Engineer
• Dean E. Ferry, C.E.T. – Senior Construction Coordinator, Resident Project
Representative
Key representatives of the other parties involved were as follows:
• Winston-Salem City/County Utility Commission Edward Gibson, P.E. – Solid Waste Engineer
Greg Dingman – Solid Waste Operations Specialist
• Jimmy R. Lynch & Sons, Inc. (JRL)
Daniel Lynch, P.E. – Project Manager
Rick Lynch – Superintendent

• National Lining Systems
Khamkhoun (Toui) Thayravanh – Superintendent

• Geotechnics (CQA Geosynthetics Testing Laboratory Services)
J.P. Kline, P.E. – Laboratory Director

• Froehling & Robertson, Inc. (F&R) (CQA Soils Field and Laboratory Testing Services)
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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Construction Quality Programs
Santhosh M. Mahavadi, P.E. – Construction Services Department Manager

• ECS Carolinas, LLP (ECS) (CQA Soils Inspection and Testing Services)
Sun Breza, P.E. – Transportation Services Director

• The Schneider Corporation (Schneider) (CQC Surveying Services)
Mike Miller, PLS

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Construction Quality Programs

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Earthwork Construction Quality Assurance
3 Earthwork Construction Quality Assurance
3.1 General
This section provides information regarding CQA/CQC activities for the earthwork associated
with the construction of the landfill expansion. Observations and monitoring of all soil
components are described in this section. Preconstruction, field, and laboratory testing for each
soil component are also addressed. Test results for all earthwork are contained in Appendix B
(CQC results) and Appendix C (CQA results).
3.2 Preconstruction Material Source Testing
3.2.1 Structural/Embankment Fill
The soil used as structural/embankment fill material was obtained from an on-site borrow
source. The laboratory test data is presented in Appendix B. As indicated by the test data, the
material was suitable for use as structural/embankment fill.
3.2.2 Soil Liner
The material used for the construction of the soil liner was obtained from an on-site borrow
source. Preconstruction testing of the clay liner soil consisted of the preparation of a Borrow
Source Characterization Study (BSCS) and laboratory and field analyses of a test strip that was
constructed prior to the placement of the soil liner. The BSCS results and results of the test strip
construction testing program are included in Appendix B. As indicated by the test data, the clay
material was suitable for use in the construction of the soil liner.
3.2.3 Leachate Collection Layer/Operational Cover
Vulcan Materials Company supplied two gradations of crushed granite for the leachate
collection system. A stone meeting the requirements of North Carolina Department of
Transportation (NCDOT) No. 78M was used for the leachate collection layer and NCDOT No. 5
stone was used around the leachate pipes within the cells.
Laboratory test data for the leachate collection stone is presented in Appendix B. As indicated
by the test data, the granular materials were consistent with the specifications for use in the
construction of the leachate collection system.
On the floor of Cell 5, a 1-foot thick layer of operational cover was spread directly on the 8-oz/sy
non-woven separator geotextile that was placed overlying the leachate collection layer stone.
The specifications required that the collection layer on the west slope of the cell be constructed
of a single layer of double-sided drainage composite (geonet). A 2-foot thick layer of operational
cover soil was placed directly on the drainage composite.
Approximately 28,650 cubic yards of operational cover soil were required to complete Cell 5.
Generally, several feet of soil were maintained in areas where the trucks traveled delivering
operational cover. The material was dumped in appropriate areas, then spread using low
ground pressure (LGP) bulldozers. A thickness of at least 12 inches of soil was maintained
between the bulldozer treads and underlying geotextile at all times. JRL personnel maintained
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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Earthwork Construction Quality Assurance
the required thickness by using the same technique as was utilized during placement of the
leachate collection layer.
The quality of the operational cover was visually monitored by HDR’s CQA personnel on a
periodic basis throughout each day of placement. In accordance with the testing requirements,
samples of the soil were obtained for laboratory permeability testing. Cover thickness was
controlled by survey.
Laboratory test results are provided in Appendix B. As-built survey information is provided in
Appendix I. The as-built documentation verifies the operational cover was constructed in
general accordance with the project contract documents.
3.3 Inspection and In-Place Testing of Earthwork
3.3.1 Soil Liner/Subbase
Prior to soil liner construction, proof rolling of the subgrade was accomplished using a loaded
40T pneumatic-tired off-road truck. JRL, CQC, and CQA representatives observed the proof
roll. No movement of the subgrade was noted.
Approximately 33,400 cubic yards of soil liner (maximum hydraulic conductivity of 1x10-5
cm/sec) were required to complete Cell 5. Soil liner material was spread in relatively uniform 8-
inch loose (6-inch compacted) lifts and compacted to at least 95 percent of the maximum
Standard Proctor dry density, at a moisture content determined from the Borrow Source
Characterization Study and test strip analyses. Compaction was accomplished using a self-
propelled rubber tired tamping foot roller. Compaction quality was monitored by visual and
quantitative means (density and moisture content by nuclear gauge and drive tube samples).
HDR CQA personnel observed the placement, compaction, and field testing activities for the soil
liner. All placed materials were visually checked to ensure that no oversize particles existed in
the soil liner, there were no void areas, the soil liner was firm and uniform after compaction and
no deleterious material existed on the surface. Holes in the soil liner created as a result of
sampling, nuclear density testing, or survey stakes were backfilled using granulated bentonite.
In-place testing of the compacted soil liner consisted of moisture content and density
determination using a nuclear gauge, drive tube density checks of the nuclear gauge, oven dry
moisture contents, Atterberg limits, wash sieve analyses for fines content, and hydraulic
conductivity. The CQA laboratory, F&R, performed hydraulic conductivity conformance tests to
verify the CQC Agency’s hydraulic conductivity passing results. Visual checks of the subbase lift
thickness were made at random locations for the duration of the soil liner construction. The
minimum liner thickness of 18 inches was verified by physical survey.
In-place test results and laboratory test data are presented in Appendix B (CQC) and Appendix
C (CQA). Locations of the field tests and laboratory samples are shown on drawings presented
as part of the data summaries presented in Appendix B. As indicated by the test data, the
performance requirements for the soil liner were achieved or exceeded.
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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Earthwork Construction Quality Assurance
Schneider provided the CQC survey of construction activities with horizontal and vertical control
of the subgrade and soil liner placement. Top of clay spot elevations, on a maximum 100-foot
grid, were surveyed after the construction was completed for verification with the design
elevations. As-built survey information is provided in Appendix I. All areas surveyed indicated
the minimum thickness of soil liner to be 18 inches.
3.4 Leachate Collection
3.4.1 Leachate Collection Layer
Following completion of the liner system installation, a 1-foot thick layer of NCDOT No. 78M
stone having a permeability greater than or equal to 0.1 cm/sec was placed on the floor of the
cell. The stone was placed directly over the 12-oz/sy geotextile cushion on the cell floor. The
limits of the leachate collection layer placement are shown on the as-built drawings.
Placement of the leachate collection layer was performed by JRL. The stone was delivered to
the cell from Vulcan by tandem dump trucks. In order to prevent damage to the geomembrane,
a system of roadways was constructed in the cell that consisted of a minimum 3-foot thick layer
of leachate collection stone. The material was dumped and then spread by Caterpillar D6 LGP
bulldozers. In this manner, heavy construction machinery was prevented from operating directly
on the underlying liner system components. A thickness of at least 12 inches of stone was
maintained between the bulldozer tracks and the liner system at all times while the collection
layer was being spread. JRL personnel maintained the required thickness by survey (Appendix
I).
The quality of the stone was visually monitored by HDR’s CQA personnel on a periodic basis
throughout each day of placement. In accordance with the testing requirements, bulk samples of
in-place stone were obtained by the CQC personnel for sieve analysis, permeability testing, and
carbonate evaluation.
Laboratory test results for the leachate collection layer is provided in Appendix B. The as-built
documentation verifies that the leachate collection layer was constructed in general accordance
with the project contract documents.
3.4.2 Leachate Collection Stone
Leachate collection stone (NCDOT No. 5) was placed above and on either side of the leachate
collection pipes to form a "bonnet" of a more permeable stone. The leachate collection stone
was delivered to the cell from the on-site stockpile and placed in the trench excavated into the
leachate collection layer.
The quality of NCDOT No. 5 leachate collection stone was visually monitored by HDR’s CQA
personnel on a periodic basis throughout each day of placement. Sieve analysis and carbonate
evaluation is reported in Appendix B.
An as-built survey of the leachate collection piping was conducted by Schneider. Survey
information for the leachate collection pipes is provided on the as-built drawing contained in
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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Earthwork Construction Quality Assurance
Appendix I. The as-built documentation verifies that the leachate collection stone material
conforms to the project specifications.
3.5 Anchor Trench Backfill
Prior to the installation of the geosynthetic materials, the anchor trench was excavated then
cleared of any deleterious or loose material. After installation of the geosynthetic liner
components, soil liner material was used to backfill the anchor trench.

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Geosynthetic Construction Quality Assurance
4 Geosynthetic Construction Quality Assurance
4.1 General
This section provides information regarding CQA activities of the geosynthetic installation
associated with the construction of the landfill expansion. Observations and monitoring of
installation of the geosynthetic components are described in this section. Manufactures quality
control, field and laboratory testing for each geosynthetic component are also addressed.
4.2 Quality Control Testing of Geosynthetics
The geosynthetics used in the construction of Cell 5 included: 60-mil smooth and textured
HDPE geomembranes; a 12-oz/sy cushion fabric overlying the 60-mil smooth geomembrane;
double-sided drainage composite; 8-oz/sy nonwoven geotextile separator between the leachate
collection stone layer and the NCDOT No. 5 stone gravel column; 8-oz/sy non-woven geotextile
that separates the 78M leachate collection stone from the overlying operational cover; and
geosynthetic clay liner (GCL) underlying the geomembrane.
The quality control testing for each geosynthetic material is described below.
4.2.1 Geomembrane
Quality control testing was conducted by GSE Lining Technology, Inc. (GSE) of Houston,
Texas, during the manufacturing of the geomembrane material. The quality control testing
certificates provided by GSE are included in Appendix D. In addition to quality control testing
performed on the rolls themselves, quality control testing of the HDPE resin used to
manufacture the geomembrane was also performed by GSE. Each resin batch was tested for
density and melt index. Results from quality control testing of the raw resin are provided as part
of the quality control testing certificates.
On the basis of the quality control test results, the geomembrane is shown to conform to the
project requirements for use as the HDPE geomembrane.
4.2.2 Drainage Composite
GSE drainage composite with a minimum average transmissivity of 6.0 E-4 m2/sec was used to
construct the leachate collection systems on the west slope of the landfill expansion area. The
quality control performed by GSE is provided in Appendix D.
On the basis of the quality control test results, the GSE drainage composite was shown to
conform to the project requirements.
4.2.3 Geotextile
GSE provided the 8-oz/sy and 12-oz/sy non-woven geotextiles. The 8-oz/sy geotextile was used
as a separator between the primary collection system gravel column (NCDOT No. 5 stone) and
surrounding 78M stone leachate collection layer and as a separation material between the
leachate collection layer and the operational cover. Quality control testing of the geotextile was
performed by GSE during the manufacture of the material. The quality control certificates
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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Geosynthetic Construction Quality Assurance

10

provided by GSE are presented in Appendix D. On the basis of the quality control test results,
the nonwoven geotextiles were shown to conform to the project requirements.
4.2.4 Geosynthetic Clay Liner
GCL manufactured by GSE was used in the construction as a part of the alternate liner system.
Manufacturer’s certifications for the GCL used on the slopes and on the floor of the cell are
provided in Appendix D. As indicated by the certifications, the supplied GCL met the project
requirements.
4.3 Liner System Installation, Monitoring, and Testing
4.3.1 Geosynthetic Clay Liner
Prior to deployment of the GCL and geomembrane panels, the lines and grades of the
compacted soil liner were verified. The surface was inspected for stones larger than ¾-inch,
grade stakes, and roots. Following the initial inspection by JRL personnel, the subbase was
sealed using a 10-ton smooth drum roller. The NLS superintendent, CQC Inspector, and HDR
CQA personnel then visually inspected the surface of the clay liner after it was reworked for any
conditions that might be detrimental to the GCL and geomembrane installation. All areas of the
subbase were reviewed and accepted for liner placement. Completed copies of NLS subbase
inspection forms are included in Appendix F.
4.3.2 Geomembrane Panel Deployment
Rolls of 60-mil textured and smooth HDPE geomembranes were installed in Cell 5 from the on-
site stockpile of quality control tested material. Geomembrane panel deployment was
accomplished using rubber tracked skid steers equipped with a spreader bar. As each panel
was deployed, the roll number, date of deployment, and panel number were written on the panel
by NLS’ CQC representative. Each panel was visually inspected, and surface defects (if any)
were identified for repair.
The panel placement summaries and repair log, including vacuum testing of each repair, are
presented in Appendix G.
An as-built panel layout plan of the geomembrane prepared by NLS is included in Appendix I.
4.3.3 Trial Seams
NLS welding technicians prepared trial seams prior to initiating panel seaming. At a minimum,
trial seams were performed twice per day, at the start of work each morning and after each
lunch break. Each welding device and welding technician was required to complete a successful
trial seam before initiating panel seaming. The date, welding technician, welder number, speed,
and welding temperature were recorded on daily trial seam reports. Trial seam reports for the
geomembrane are presented in Appendix G.
Each trial seam was tested for peel and shear strength by NLS CQC personnel. HDR observed
the trial seam testing. A minimum of two specimens were tested for peel adhesion (two for each
side of the double fusion welds) and two for shear strength. The testing was done with a
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Geosynthetic Construction Quality Assurance
calibrated tensiometer owned by NLS. The tensiometer calibration certification can be found in
Appendix G. The qualification criteria for trial seam specimens were as follows:
• A film tear bond (FTB) type failure on both of the specimens in peel and shear.
• A minimum yield stress of 90 pounds per inch (ppi) for peel adhesion.
• A minimum yield stress of 120 ppi for bonded shear strength.
No seaming was performed until the trial seams passed the qualification criteria.
4.3.4 Panel Seaming
All geomembrane panels were seamed on the day they were placed. Geomembrane seaming
and repairs were accomplished by one of two seaming methods:
• Double fusion – melts the HDPE along the weld lines on the overlapped panels forming
an air channel between two welds; or
• Extrusion – a welding rod is applied as a welded bead at the edge of two overlapped
panels, resulting in a welded seam.
Generally, NLS used a double fusion-seaming device for panel seaming and an extrusion-
seaming device for patches, intersections, and repairs.
The seam number, machine number, welder, time of seaming, and seaming parameters (seam
length, temperature setting, and fusion welder speed) were recorded for each seam. The seam
number represents the two panels incorporated into the seam. For instance, Field Seam 1/2
identifies the field seam formed by Panels 1 and 2. A summary of all panel seams is included in
Appendix G.
Prior to fusion seaming, NLS technicians inspected the overlap area and cleaned the seam area
with dry cloths. HDR visually observed each seam and marked areas where defects were
observed. These areas were later repaired by NLS, and the repairs approved by HDR. Seam
repair logs are included in Appendix G.
Extrusion seam areas were prepared by beveling the edges of the HDPE patch and grinding the
seam area to remove any oxidation, irregularities, etc. Patches, repairs, and tie-in seams were
first bonded using hot air Liester equipment, before the extrusion seam was completed.
4.3.5 Nondestructive Seam Testing
Non-destructive testing of all field seams was conducted by NLS. Air pressure testing was the
primary method for testing of the double fusion weld continuity. Vacuum box testing was used
on all extrusion welds to determine the general quality and integrity of the seams.
Nondestructive seam testing was performed by NLS and monitored by HDR.
Double fusion seams were air pressure tested and the beginning air pressure, test duration,
seam length, and final air pressures were recorded. The air channel pressure was monitored for
five minutes. A minimum beginning air pressure of 30 pounds per square inch (psi) was used for
testing. The maximum allowable pressure drop during the five minute monitoring period was 2
psi. No failures were detected.
11
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Geosynthetic Construction Quality Assurance

12

NLS performed vacuum box testing of all extrusion welds. Vacuum testing of each weld was
performed using a soapy solution and a vacuum of 5 psi applied to the welded seam. No
failures were detected.
Non-destructive testing information was recorded on the CQC Non-Destructive Test Logs
presented in Appendix G.
4.3.6 Destructive Seam Testing
Destructive seam evaluations were performed on panel seams as required by the contract
documents. NLS removed samples at locations selected by HDR. Destructive seam strength
test samples were removed from completed liner seams at approximately one sample per 500
feet of seam. The geomembrane seam length within certification limits was approximately
31,090 feet (requiring 62 destructive tests). Samples from the seams were approximately 42
inches long by 12 inches wide. The seam sample was then divided into three portions. One
portion was tested by Geotechnics (independent CQA laboratory), the second was subject to
destructive testing by NLS on-site, and the third portion (archive sample) is stored on-site.
A minimum of ten one-inch wide die cut specimens were removed from each seam sample. At
least five specimens were tested for both peel adhesion (five for each side of the double fusion
welds) and bonded shear strength.
The qualifying criteria for destructive seam evaluations are as follows:
• A FTB type failure on all of the specimens in peel and shear.
• A minimum yield stress of 90 ppi for peel adhesion of a fusion weld (ASTM D4437).
• A minimum yield stress of 120 ppi for bonded shear strength (ASTM D4437).
• A test procedure strain rate equal to two inches per minute.
None of the test samples failed to meet the test criteria.
The locations of the geomembrane destructive samples obtained are included on the NLS
Repair Logs presented in Appendix G, and on the as-built panel placement drawing contained in
Appendix I. CQA and destructive seam strength test results are also provided in Appendix G.
4.3.7 Drainage Composite Installation Monitoring
The leachate collection drainage composite was installed directly on top of the textured
geomembrane (on the west slope) by manually unrolling the material from a spreader bar
attached to a skid steer. The individual panels of drainage composite were placed such that the
roll direction was generally parallel to the flow direction. The geonet components were attached
to each other using polyethylene ties spaced every two to five feet along seams extending along
the length of the panels, and six inches across butt seams. After the polyethylene ties were
installed, the top geotextile of adjacent panels were continuously heat bonded together along
the seams.
HDR's CQA personnel visually examined the drainage composite placement, tying, and
seaming activities. Each panel was also visually examined for damage during placement.
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Geosynthetic Construction Quality Assurance
Damaged areas (if any) of the geotextile component of the composite were repaired by placing
and securing a patch of 8-oz/sy geotextile over the affected area using a Liester gun. The
installation of the leachate collection zone drainage composites was accomplished in
accordance with accepted industry practices.
4.3.8 Separator Non-Woven Geotextile Installation Monitoring
An 8-oz/sy non-woven geotextile was used as a separation layer between the 78M stone
leachate collection aggregate and the operational soil cover.
Following manual deployment of the geotextile, the panels were continuously heat bonded
along the seams using a fusion welder.
HDR’s CQA personnel visually examined the geotextile placement, and seaming activities. Each
panel was also visually examined for damage during placement. Damaged areas of the
geotextile were repaired by placing and securing a patch of 8-oz/sy geotextile over the affected
area using a Liester gun. The installation of the separator geotextile was accomplished in
accordance with accepted industry practices.
4.3.9 Cushion Non-Woven Geotextile Installation Monitoring
A 12-oz/sy non-woven geotextile was used as a cushion layer between the 78M stone and
60-mil smooth geomembrane.
Following manual deployment of the geotextile, the panels were continuously heat bonded
along the seams.
HDR’s CQA personnel visually examined the geotextile placement, and seaming activities. Each
panel was also visually examined for damage during placement. Damaged areas of the
geotextile were repaired by placing and securing a patch of 12-oz/sy geotextile over the affected
area using a Liester gun. The installation of the separator geotextile was accomplished in
accordance with accepted industry practices
4.3.10 Pipe Installation Monitoring
The collection piping was installed above the primary geomembrane HDPE to transport
leachate to the Cell 4 active collection system. Sections of pipe were butt-fused together in
order to form long, which were then manually installed. After the pipe was set, JRL placed the
NCDOT No. 5 leachate collection stone. The stone was wrapped with 8-oz/sy nonwoven
geotextile.
The leachate collection piping was constructed in general accordance with the project
specifications. Locations of the collection piping are presented on an as-built drawing included
in Appendix I. As required by NC General Statute 130A-295.6.h.3, ratified August 2, 2007,
cleaning and remote camera inspection of leachate piping installed in Cell 5 was done and
documented. The DVD recordings along with maps that illustrate the extent of each camera run
are provided in Appendix H.
13
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Methane Fire Remediation
5 Methane Fire Remediation
A NLS technician was using a hot air gun to perform detail work on separator geotextile in the
southeast corner of Cell 5, north of the leachate collection pipe/header pipe crossing. Gas that
had accumulated in the Cell 4 header ignited. The fire spread through the first (southernmost)
stone column. Although using soil to smother the fire was efficient, the four hours necessary to
extinguish the flames allowed some damage to occur. The geomembrane did not burn but was
melted in small spots along the stone column/collection pipe alignment. NLS, with JRL and HDR
approval, elected to cap the affected area rather than add many small patches. Photographic
documentation of the remediation is included in Section 7.

14
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Erosion and Sedimentation Control and Site Drainage Features
6 Erosion and Sedimentation Control and Site
Drainage Features
The appurtenances associated with the erosion and sedimentation control and site drainage
features were constructed in general accordance with the project specifications.

15
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Photographic Documentation
7 Photographic Documentation
Representative construction photographs are provided in this section. Complete photographic
documentation is included on the enclosed CD.

16
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Test Strip Construction

17

Test Strip Construction

Test Strip Construction (1)

Test Strip Construction (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Test Strip Construction

18

Test Strip Construction (3)

Test Strip Construction (4)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Test Strip Construction

19

Test Strip Construction (5)

Test Strip Construction (6)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Test Strip Construction

20

Test Strip Construction (7)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

21

Cell 5 Construction
Continuing Bulk Excavation
Existing Leachate Collection Pipe- NE Corner (1)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

22

Existing Leachate Collection Pipe- NE Corner (2)

General Use Soil Stockpile
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

23

Looking Generally East Across Cell Floor (1)
Looking Generally East Across Cell Floor (2)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

24

Piezometer Abandonment (1)
Piezometer Abandonment (2)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

25

Roughly Graded West Slope (1)
Roughly Graded West Slope (2)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

26

Roughly Graded West Slope (3)
Top of West Slope (1)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

27

Top of West Slope (2)
Top of West Slope (3)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

28

Top of West Slope (4)
Bulk Excavation- NE Corner

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

29

Looking NE Across Cell
NE Corner Future Tie-in to Cell 4

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

30

Partially Excavated Floor
Stockpile Area

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

31

West Slope Looking North
Floor Looking North

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

32

Looking North Along Cut Face
Rough Graded Floor Looking NE

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

33

Tie-in to Cell 4- Typical
West Slope (2)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

34

West Slope (3)
Cell 4 Tie-in Looking Generally West

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

35

Floor Near Subgrade Looking SW
Cell 4-5 Tie-in Looking at SW Corner

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

36

Floor Looking NE
Floor Looking North

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

37

Soil Stockpile
Temporary Drainage to Sed. Trap 6

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

38

Undercut at Cell 4 toe (1)
Undercut at Cell 4 toe (2)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

39

View From Top of West Slope (1)

View From Top of West Slope (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

40

Drilling MMW-22 (1)

Drilling MMW-22 (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

41

Corp of Engineers Drive Tube (1)

Corp of Engineers Drive Tube (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

42

DSCN3969

Nuclear Density Testing
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

43

One Point Proctor

Soil Liner Placement (1)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

44

Soil Liner Placement (2)

Soil Liner Placement (3)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

45

Auger Verification of Soil Liner Thickness

Auger Verification of Soil Liner Thickness (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

46

Auger Verification of Soil Liner Thickness (3)

North Anchor Trench
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

47

Top of West Slope with Anchor Trench (1)

Top of West Slope With Anchor Trench (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

48

View From Top of West Slope (1)

View From Top of West Slope (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

49

Gas Transmission and Air Line

Gas Transmission and Air Line Fusion Welding
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

50

Gas Transmission Line (2)

Soil Liner Lift 3 (1)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

51

Soil Liner Lift 3 (2)

Soil Liner Lift 3 (3)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

52

60mil Textured and GCL

Completed West Slope
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

53

Gas Transmission and Air Line Excavation

GCL Placement
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

54

North End- Nearing Completion

West Slope-60mil HDPE Looking North
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

55

Gas Transmission Line at Sta. 64 (1)

Gas Transmission Line at Sta. 64 (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

56

60mil and GCL Deployment

60mil Looking SW
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

57

Cushion Fabric_Cones for Visual Grade Control

Cushion Geotextile Looking NE
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

58

Extrusion Welding Cell 4- Cell 5 Tie-In

Heat Fusion Bonding of Cushion Geotextile (1)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

59

Leachate Collection Stone Placement

Looking Generally SW From Top of Closed LF (1)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

60

Looking Generally SW From Top of Closed LF (2)

Placing Cushion Geotextile
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

61

Start 78 Stone Placement

View From Top of Temporary Stockpile (1)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

62

View From Top of Temporary Stockpile (2)

View From Top of Temporary Stockpile (3)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

63

78 Stone Placement Looking Generally South (1)

78 Stone Placement Looking Generally South (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

64

78 Stone Placement Looking Generally South (3)

78 Stone Placement Looking NE
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

65

78 Stone Placement Looking SE

Header- Lateral Connection
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

66

Isolation Valve Installation at Tie-In (1)

Isolation Valve Installation at Tie-In (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

67

Isolation Valve Installation at Tie-In (3)

Isolation Valve Installation- Existing Transmission Line (1)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

68

Isolation Valve Installation- Existing Transmission Line (2)

Isolation Valve Installation- Existing Transmission Line (3)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

69

Isolation Valve Installation- Existing Transmission Line (1)

Isolation Valve Installation- Existing Transmission Line (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

70

Leachate Collection Pipe Installation (1)

Leachate Collection Pipe Installation (3)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

71

Leachate Collection Pipe Installation- Tie-In to Cell 4 (2)

Leachate Collection System Construction- Looking South
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

72

Leachate Collection System Construction- Looking East

Leachate Collection System Construction- Looking NE
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

73

Leachate Collection System Construction- Looking SE

Leachate Collection Cleanout Construction (1)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

74

Leachate Collection Cleanout Construction (2)

Leachate Collection Cleanout Construction (3)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

75

No. 78 Collection Stone (1)

No. 78 Collection Stone (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

76

No. 78 Collection Stone (3)

No. 78 Collection Stone (4)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

77

Rain Cover Deployment (1)

Rain Cover Deployment (2)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

78

Rain Cover Deployment (3)

Rain Cover Deployment (4)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

79

Rain Cover Deployment (5)

Rain Cover Seaming (1)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

80

Rain Cover Seaming (2)

Separator Geotextile (1)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

81

Separator Geotextile (2)

Wind Defender (1)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Cell 5 Construction

82

Wind Defender (2)

Wind Defender (3)
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

83

Methane Fire Remediation

All Construction Materials Removed from the 60mil HDPE (1)

All Construction Materials Removed from the 60mil HDPE (2)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

84

All Construction Materials Removed from the 60mil HDPE (3)

All Construction Materials Removed from the 60mil HDPE (4)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

85

All Construction Materials Removed from the 60mil HDPE (5)

All Construction Materials Removed from the 60mil HDPE (6)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

86

All Construction Materials Removed from the 60mil HDPE (7)

All Construction Materials Removed from the 60mil HDPE (8)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

87

Cell 4-5 Tie-In

Exposed Liner Ready for Inspection (1)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

88

Exposed Liner Ready for Inspection (2)

Exposed Liner Ready for Inspection (3)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

89

Exposed Liner Ready for Inspection (4)

Exposed Liner Ready for Inspection (5)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

90

Extrusion Welding Repair

Fire Damage (1)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

91

Fire Damage (2)

Fire Damage in Pink

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

92

Operational Cover Road Constructed for Fire Access (1)

Operational Cover Road Constructed for Fire Access (2)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

93

Operational Cover Road Constructed for Fire Access (3)

Operational Cover Road Constructed for Fire Access (4)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

94

Operational Cover Road Constructed for Fire Access (5)
Operational Cover Road Constructed for Fire Access (6)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

95

Operational Cover Road Constructed for Fire Access (7)

Operational Cover Road Constructed for Fire Access (8)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

96

Operational Cover Road Constructed for Fire Access (9)

Repairing Damage (1)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion
Methane Fire Remediation

97

Repairing Damage (2)

Repairing Damage (3)

City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix A - Related Correspondence

A
Appendix A - Related
Correspondence
MSW Landfill Facility Permit No. 34-02

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix B - CQC Field and Laboratory Testing-Soils

B
Appendix B - CQC Field and
Laboratory Testing-Soils
B1 Borrow Source Characterization Study
B2 Structural/Embankment Fill Field and Laboratory
Test Data
B3 Test Strip Data
B4 Soil Liner – Field and Laboratory Test Results
B5 Operational Cover and Leachate Collection Stone

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix B - CQC Field and Laboratory Testing-Soils

B1 Borrow Source Characterization Study

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix B - CQC Field and Laboratory Testing-Soils

B2 Structural/Embankment Fill Field and Lab Test Data

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix B - CQC Field and Laboratory Testing-Soils

B3 Test Strip Data

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix B - CQC Field and Laboratory Testing-Soils

B4 Soil Liner – Field and Laboratory Test Results

• Summary Table
• Test Location Drawings
• Field and Laboratory Test Results

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix B - CQC Field and Laboratory Testing-Soils

B5 Operational Cover and Leachate Collection Stone

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix C - CQA Field and Laboratory Testing-Soils

C
Appendix C - CQA Field and
Laboratory Testing-Soils
C1 Borrow Source Characterization Study
C2 Stockpile Testing
C3 Test Strip Data
C4 Soil Liner Testing

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix C - CQA Field and Laboratory Testing-Soils

C1 Borrow Source Characterization Study

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0
10
20
30
40
50
60
0 20 40 60 80 100
Boring No. Depth
CL-ML
CL CH
ML MH
ClassificationFinesLL PL PI
ATTERBURG LIMITS

TP-1TP-10TP-11TP-12TP-2TP-3TP-4TP-5TP-6TP-7TP-8TP-9
at at at at at at at at at at at at
0.00.00.00.00.00.00.00.00.00.00.00.0
325639463458415642464540
283737402432375039434238
419261026463332
267742744676468044373142
SILTY SAND (SM),{A-2-4}ELASTIC SILT with SAND (MH),{A-7-5}SILTY SAND (SM),{A-4}SILT with SAND (ML),{A-5}SILTY SAND (SM),{A-4}ELASTIC SILT with SAND (MH),{A-7-5}SILTY SAND (SM),{A-5}ELASTIC SILT with SAND (MH),{A-5}SILTY SAND (SM),{A-5}SILTY SAND (SM),{A-5}SILTY SAND (SM),{A-2-5}SILTY SAND (SM),{A-4}
Liquid Limit
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Froehling & Robertson, Inc.
Client: HDR Engineering, Inc. of the Carolinas
City/State: Winston Salem, NCProject: Hanes Landfill Cell 5
Project No: 66T0348
R
05101520253035404550556065707580859095100
0.0010.010.1110100Grain Size (mm)
GRAIN SIZEDISTRIBUTION
COBBLES
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Boring No. DepthTP-1TP-10TP-11TP-12TP-2
atatatatat
0.00.00.00.00.0
ClassificationSILTY SAND (SM)ELASTIC SILT with SAND (MH)SILTY SAND (SM)SILT with SAND (ML)SILTY SAND (SM)
LL3256394634
PL2837374024
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D60 0.104 %Gravel10.50.11.60.01.1
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%Silt %Clay25.577.341.973.646.4
Cu
U.S. SIEVE NUMBERS HYDROMETER64321.5 1 3/4 1/2
Froehling & Robertson, Inc.
Client: HDR Engineering, Inc. of the Carolinas
City/State: Winston Salem, NCProject: Hanes Landfill Cell 5
Project No: 66T0348
R
05101520253035404550556065707580859095100
0.0010.010.1110100Grain Size (mm)
GRAIN SIZEDISTRIBUTION
COBBLES
3/8 3 4 6 810 1416 20 30 40 50 60 100140200

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Boring No. DepthTP-3TP-4TP-5TP-6TP-7
atatatatat
0.00.00.00.00.0
ClassificationELASTIC SILT with SAND (MH)SILTY SAND (SM)ELASTIC SILT with SAND (MH)SILTY SAND (SM)SILTY SAND (SM)
LL5841564246
PL3237503943
PI264633
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Boring No. DepthTP-3TP-4TP-5TP-6TP-7
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0.00.00.00.00.0
D1004.7512.512.54.754.75
D60 %Gravel0.00.61.00.00.0
%Sand23.453.718.756.063.0
%Silt %Clay76.145.780.344.037.0
Cu
U.S. SIEVE NUMBERS HYDROMETER64321.5 1 3/4 1/2
Froehling & Robertson, Inc.
Client: HDR Engineering, Inc. of the Carolinas
City/State: Winston Salem, NCProject: Hanes Landfill Cell 5
Project No: 66T0348
R
05101520253035404550556065707580859095100
0.0010.010.1110100Grain Size (mm)
GRAIN SIZEDISTRIBUTION
COBBLES
3/8 3 4 6 810 1416 20 30 40 50 60 100140200

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GRAVELcoarse fine coarse medium
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Boring No. DepthTP-8TP-9 atatatatat
0.00.0
ClassificationSILTY SAND (SM)SILTY SAND (SM)
LL4540
PL4238
PI32
0.1760.138
D30 D10
Cc
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Boring No. DepthTP-8TP-9 atatatatat
0.00.0
D1009.59.5
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%Sand68.957.7
%Silt %Clay30.941.5
Cu
U.S. SIEVE NUMBERS HYDROMETER64321.5 1 3/4 1/2
Froehling & Robertson, Inc.
Client: HDR Engineering, Inc. of the Carolinas
City/State: Winston Salem, NCProject: Hanes Landfill Cell 5
Project No: 66T0348
R
MOISTURE/DENSITY RELATIONSHIP
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SM A-2-4 13.6 32 4 0.8 25.5
RED BROWN SILTY SAND W/MICA &TRACE OF WEATHERED ROCKFRAGMENTS
66T0348 HDR ENGINEERING, INC.PROCTOR NO. TP-1EAST SIDE OF STOCKPILE ATBROKEN CONCRETE PILE3-24-2016B. BREWER
TP-1
Elev/ Classification Nat.Sp.G. LL PI
% > % <Depth USCS AASHTO Moist. 3/8 in. No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No. Client:Remarks:Project:
Location: WINSTON SALEM, NC Sample Number: TP-1FROEHLING & ROBERTSON, INC.Figure
Maximum dry density = 114.0 pcf Optimum moisture = 14.5 %
HANES LANDFILL CELL 5
MOISTURE/DENSITY RELATIONSHIP
Dr
y

d
e
n
s
i
t
y
,

p
c
f
89
91
93
95
97
99
Water content, %19 21 23 25 27 29 31
ZAV forSp.G. =2.70
Test specification:ASTM D 698-12 Method A Standard
MH 21.7 58 26 0.5 76.1
BROWN ORANGE SILT
66T0348 HDR ENGINEERING, INC.PROCTOR NO. TP-3ALONG POWER LINE, HALF WAYDOWN SLOPE3-24-2016B. BREWER
TP-3
Elev/ Classification Nat.Sp.G. LL PI
% > % <Depth USCS AASHTO Moist. #4 No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No. Client:Remarks:Project:
Location: WINSTON SALEM, NC Sample Number: TP-3FROEHLING & ROBERTSON, INC.Figure
Maximum dry density = 96.7 pcf Optimum moisture = 24.5 %
HANES LANDFILL CELL 5
MOISTURE/DENSITY RELATIONSHIP
Dr
y

d
e
n
s
i
t
y
,

p
c
f
88
90
92
94
96
98
Water content, %21 23 25 27 29 31 33
ZAV forSp.G. =2.70
Test specification:ASTM D 698-12 Method A Standard
MH A-7-5 23.5 56 19 0.1 77.3
BROWN RED SILT
66T0348 HDR ENGINEERING, INC.PROCTOR NO. TP-10120' N. OF STAKE, 3053 IN BENCH OFCUT SLOPE3-24-2016B. BREWER
TP-10
Elev/ Classification Nat.Sp.G. LL PI
% > % <Depth USCS AASHTO Moist. #4 No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No. Client:Remarks:Project:
Location: WINSTON SALEM, NC Sample Number: TP-10FROEHLING & ROBERTSON, INC.Figure
Maximum dry density = 95.6 pcf Optimum moisture = 26.5 %
HANES LANDFILL CELL 5
MOISTURE/DENSITY RELATIONSHIP
Dr
y

d
e
n
s
i
t
y
,

p
c
f
95
97
99
101
103
105
Water content, %14 16 18 20 22 24 26
ZAV forSp.G. =2.70
Test specification:ASTM D 698-12 Method A Standard
SM A-4 18.7 39 2 1.6 41.9
TAN BROWN SILT WITH FINE SAND
66T0348 HDR ENGINEERING, INC.PROCTOR NO. TP-11AT STAKE 3254, CUT OF 23.4'3-24-2016B. BREWER
TP-11
Elev/ Classification Nat.Sp.G. LL PI
% > % <Depth USCS AASHTO Moist. #4 No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No. Client:Remarks:Project:
Location: WINSTON SALEM, NC Sample Number: TP-11FROEHLING & ROBERTSON, INC.Figure
Maximum dry density = 101.3 pcf Optimum moisture = 20.3 %
HANES LANDFILL CELL 5

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix C - CQA Field and Laboratory Testing-Soils

C2 Stockpile Testing

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0
10
20
30
40
50
60
0 20 40 60 80 100
PI
19
NP
PLLL Classification % Natural Water Content
0.0
0.0
26.5
21.6
ATTERBERG LIMITS
56
NP
37
NP
Liquid Limit
Pl
a
s
t
i
c
i
t
y

I
n
d
e
x
FinesDepth
CH
ML MH
66.3
40.1
CL-ML
CL
Sheet: 1 of 1
01
02
Client: HDR
City/State: Winston Salem, NC
Project: Winston Salem Landfill
Project No: 66T-0348
R
Fr o eh l in g & R o ber t s o n , In c.
AT
T
E
R
B
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R
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I
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I
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6
6
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0
3
4
8
.
G
P
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5
/
1
6
/
1
6
Sample No.
Dark Brown, SILTY SAND (SM) (mica)
Dark Brown, SANDY ELASTIC SILT (MH)
Tested By: H.Bishop Checked By: D.Jenks
01 Sample Received on 04/25/2016Dark Brown, Sandy Elastic Silt
02 Sample Received on 04/25/2016Dark Brown, Silty Sand (mica)
01 MH 56 19 26.5 %>#4=1.6 66.3 % 98.4 23.3 %02 SM NP NP 21.6 %>#4=1.5 40.1 % 98.7 22.1 %
01
No. LOCATION AND DESCRIPTION REMARKSLoc.: Soil Liner Depth: Stockpile Sample No.: 01
Loc.: Operational Cover Depth: Stockpile Sample No.: 02
No. USCS LL PI NAT. MOIST. OVERSIZE %< No.200 MAX. DRY DEN. OPT. MOIST.
FigureFROEHLING & ROBERTSON, INC.
Dr
y

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n
s
i
t
y
,

p
c
f
80
85
90
95
100
105
110
115
Water content, %10 15 20 25 30 35 40
100% SATURATION CURVESFOR SPEC. GRAV. EQUAL TO:
2.82.72.6
MOISTURE/DENSITY RELATIONSHIP
PROJECT:HANES LANDFILL CELL 5PROJECT NO.:66T0348DATE:5/16/2016
Test specification: ASTM D 698-12 Method A Standard
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100Grain Size (mm)
GRAIN SIZEDISTRIBUTION
COBBLES
3/8 3 4 6 810 1416 20 30 40 50 60 100140200
U.S. SIEVE OPENING IN INCHES
Depth
01
02
D100
37.5
37.5
D60 %Gravel
1.6
1.5
%Sand
32.1
58.4
66.3
40.1
Cu
U.S. SIEVE NUMBERS HYDROMETER
6
0.0
0.0
%Silt %Clay
4 3 2 1.5 1 3/4 1/2
37
NP
19
NP
56
NP
Pe
r
c
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n
t

F
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n
e
r

(
B
y

W
e
i
g
h
t
)
GRAVEL
coarse fine coarse medium
SAND
fine SILT OR CLAY
Depth
01
02
0.0
0.0
Classification LL PL PI
0.158
D30 D10
Cc
Client: HDR
City/State: Winston Salem, NC
Project: Winston Salem Landfill
Project No: 66T-0348
R
Fr o eh l in g & R o ber t s o n , In c.
US
_
G
R
A
I
N
_
S
I
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6
6
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0
3
4
8
.
G
P
J

F
&
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.
G
D
T

5
/
1
6
/
1
6
Sample No.
at
at
Sample No.
at
at
Dark Brown, SANDY ELASTIC SILT (MH)
Dark Brown, SILTY SAND (SM) (mica)
3
Project:Date:
Client:Sample No:
Project No:
Initial Final Assumed 2.65
Tare Number K-04 2
wt. tare & wet sample (gm)306.46 866.32
wt. tare & dry sample (gm)266.88 684.85
wt. of Water (gm)39.58 181.47 Undisturbed
wt. of tare (gm)109.99 86.63 Remolded X
wt. of dry sample (gm)156.89 598.22
Water content (%)25.2 30.3
Initial Final Saturation (%)97
wt. wet sample + tube (gm)751.30 779.71
wt. of tube (gm)0.00 0.00
wt. of wet sample (gm)751.30 779.71 10.0
wt of dry sample (gm)599.95 598.24
Initial Final Initial Final
Diameter 1 2.799 2.782 Area Area
Diameter 2 2.798 2.783 (cm)(cm)
Diameter 3 2.796 2.787 39.66 39.27
Average Diameter 2.798 2.784 Length Length
Length 1 4.058 4.023 (cm)(cm)
Length 2 4.037 4.023 10.27 10.22
Length 3 4.035 4.023 Diameter Diameter
Average Length 4.043 4.023 (cm)(cm)
Volume (ft3)0.0144 0.0142 7.11 7.07
Wet Density (pcf)115.1 121.3
Dry Density (pcf)92.0 93.1
Void Ratio 0.798 Max. DD Opt. %M
Porosity 0.444 98.4 23.3
Hydraulic Gradient 17.1
Dave Jenks Date:5/18/2016
Specific Gravity
Confining Pressure
Sample Condition
Dark Brown. Sandy Elastic Silt
(B Coefficient)
HYDRAULIC CONDUCTIVITY
Using A Flexible Wall Permeameter
ASTM D-5084 (Method C)
CELL NO.
Source:
Performed By:
Proctor Value
Winston Salem Landfill
HDR
66T-0348
Sample Parameters
Moisture Content
Dimensions - Inches
Visual Description:
04/25/16
01
Soil Liner
Project:Winston Salem Landfill Date:
Client:HDR Sample No:
Project No:66T-0348 Location:
Elapsed Head Inflow Outflow Average Flow Temp Permeability
DATE Time Time (sec)Water (cm)Burette (cc)Burette (cc)Flow (cm)Ratio (C°)cm/sec
05/24/16 9:14:00 0 70.23 0.94 9.88 0 0 21.8
05/24/16 9:15:00 60.0 67.93 1.40 9.36 2.46 1.130 21.8 7.8E-06
05/24/16 9:17:00 120.0 63.58 2.27 8.46 4.45 1.034 21.8 7.5E-06
05/24/16 9:21:00 240.0 55.43 3.90 6.82 8.22 1.006 21.8 7.2E-06
05/24/16 9:29:00 480.0 41.03 6.78 3.92 14.52 1.007 21.8 6.7E-06
05/24/16 9:34:00 300.0 33.13 8.36 2.36 7.89 0.987 21.8 6.2E-06
05/24/16 9:39:00 300.0 26.08 9.77 0.96 7.06 0.993 21.8 5.7E-06
6.4E-06
Inflow Outflow Cell Head Tail
Area Area PSI PSI PSI
0.20 0.20 82.5 72.5 70.0
175.88
Dave Jenks Date:5/24/2016
04/25/16
01
Soil Liner
Using A Flexible Wall Permeameter
HYDRAULIC CONDUCTIVITY
Performed By:
Average Permeability cm/sec.Pressures
ASTM D-5084 (Method C)
5.0E-06
5.5E-06
6.0E-06
6.5E-06
7.0E-06
7.5E-06
8.0E-06
Hy
d
r
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C
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(
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)
Time (sec)
Time Versus Hydraulic Conductivity
3
Project:Date:
Client:Sample No:
Project No:
Initial Final Assumed 2.65
Tare Number 14 2
wt. tare & wet sample (gm)417.39 825.59
wt. tare & dry sample (gm)359.25 645.84
wt. of Water (gm)58.14 179.75 Undisturbed
wt. of tare (gm)87.64 86.62 Remolded X
wt. of dry sample (gm)271.61 559.22
Water content (%)21.4 32.1
Initial Final Saturation (%)98
wt. wet sample + tube (gm)679.28 739.01
wt. of tube (gm)0.00 0.00
wt. of wet sample (gm)679.28 739.01 10.0
wt of dry sample (gm)559.51 559.3
Initial Final Initial Final
Diameter 1 2.800 2.788 Area Area
Diameter 2 2.794 2.735 (cm)(cm)
Diameter 3 2.809 2.787 39.75 38.88
Average Diameter 2.801 2.770 Length Length
Length 1 3.934 3.923 (cm)(cm)
Length 2 3.938 3.898 10.02 9.96
Length 3 3.957 3.942 Diameter Diameter
Average Length 3.943 3.921 (cm)(cm)
Volume (ft3)0.0141 0.0137 7.11 7.04
Wet Density (pcf)106.5 119.1
Dry Density (pcf)87.7 90.2 Max. DD Opt. %M
Void Ratio 0.885 98.7 22.1
Porosity 0.469
Hydraulic Gradient 11.2
Dave Jenks Date:5/18/2016
HYDRAULIC CONDUCTIVITY
Using A Flexible Wall Permeameter
ASTM D-5084 (Method C)
CELL NO.
Location:
Proctor Value
Specific Gravity
Confining Pressure
Sample Condition
Dark Brown, Silty Sand (mica)
(B Coefficient)
Visual Description:
04/25/16
02
Operational Cover
Performed By:
Winston Salem Landfill
HDR
66T-0348
Sample Parameters
Moisture Content
Dimensions - Inches
Project:Winston Salem Landfill Date:
Client:HDR Sample No:
Project No:66T-0348 Location:
Elapsed Head Inflow Outflow Average Flow Temp Permeability
DATE Time Time (sec)Water (cm)Burette (cc)Burette (cc)Flow (cm)Ratio (C°)cm/sec
05/25/16 7:57:00 0 72.63 0.46 9.99 0 0 22.1
05/25/16 7:57:30 30.0 66.43 1.70 8.72 6.31 1.024 22.1 5.5E-05
05/25/16 7:58:00 30.0 60.83 2.82 7.63 5.55 0.973 22.1 5.1E-05
05/25/16 7:58:30 30.0 55.78 3.83 6.66 4.98 0.960 22.1 4.7E-05
05/25/16 7:59:00 30.0 51.43 4.70 5.79 4.37 1.000 22.1 4.2E-05
05/25/16 8:00:00 60.0 43.88 6.21 4.29 7.56 0.993 22.1 3.8E-05
05/25/16 8:00:30 30.0 40.38 6.91 3.62 3.44 0.957 22.1 3.6E-05
4.1E-05
Inflow Outflow Cell Head Tail
Area Area PSI PSI PSI
0.20 0.20 81.6 71.6 70.0
112.56
Dave Jenks Date:5/24/2016
HYDRAULIC CONDUCTIVITY
Pressures
ASTM D-5084 (Method C)
Using A Flexible Wall Permeameter
Operational Cover
02
04/25/16
Performed By:
Average Permeability cm/sec.
5.0E-06
1.5E-05
2.5E-05
3.5E-05
4.5E-05
5.5E-05
6.5E-05
Hy
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Time (sec)
Time Versus Hydraulic Conductivity

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix C - CQA Field and Laboratory Testing-Soils

C3 Test Strip Data

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Date:06/27/2016 Location:Site- Landfill Liner
Category:Soils/Earthwork Location Details:Area between points 3136 to 3140 and 3159 to
3163
Type:Observation Frequency:Continuous
Weather:Sunny
Air Temp. (deg. F):85 F&R Personnel:Williams, Lee ,Technician
Description of Work Completed
Work Completed:Technician was onsite as requested to perform CQA consulting. ECS representative gathered 3 drive
cylinder samples from the subgrade material.
F&R and ECS observed that the contractor did not exceed six inch thick loose lifts while constructing
the soil liner test strip. The backfill material was compacted with a large vibratory sheepsfoot roller.
A total of three lifts was placed while F&R was onsite. ECS performed a total of 5 density tests per lift.
F&R performed 2-3 test per lift for QA. The moisture content was verified by oven-dry testing (ASTM D-
2216) for each testing location.
F&R obtained two undisturbed samples to perform lab permeability and hydraulic conductivity testing.
Field Observation Form
Various
7/11/2016Report Date:
Raleigh Office
310 Hubert Street
Raleigh, NC 27603
Phone: [phone]
Fax: [phone]
Client:
HDR Engineering, Inc. of the Carolinas
555 Fayetteville Street
Raleigh, NC 27601
Project:
66T0348
Hanes Landfill Cell 5, Winston Salem, NC
335 W Hanes Mill Rd
Winston Salem, NC 27105
Page 1 of 1

FIELD DENSITY SUMMARY SHEET

Project: Hanes Landfill Cell 5 Date: 6-27-16
Client: HDR Record No.: 66T-0348

Test
No.

Test
Location

Elev.
Oven-dry
Moisture
Content
(%)
Field
Dry
Density
(pcf)
Percent of
Maximum Dry
Density
Field
Test
Type
Proctor
No.
Act. Spec.
1 3162 – Middle -1 22.1 97.2 97.5 95 NG OPP1
2 3160 – Middle -1 23.2 93.9 94.2 95 NG OPP1
3 3163 – Middle -0.5 24.8 92.7 93.0 95 NG OPP1
4 3161 – Middle -0.5 25.0 97.4 97.7 95 NG OPP1
5 3159 – Middle -0.5 24.9 96.9 97.2 95 NG OPP1
6 3161 – Middle 0 34.0 84.4 87.9 95 NG OPP2
7 3162 – Middle 0 32.9 85.9 89.5 95 NG OPP2
8 3160 – Middle 0 33.4 84.6 88.1 95 NG OPP2
9
10
11
12
13
14
15
Proctor
No.
Max. Dry
Density
(pcf)
Optimum
Moisture
(%)
Soil
Class.
Lab
Test
Type
Remarks: Key:
SC - Sand Cone
(ASTM D1556)
NG - Nuclear Gauge
(ASTM D6938)
DC - Drive Cylinder
(ASTM D2937)
STD. – Standard Proctor
(ASTM D698)
MOD. – Modified Proctor
(ASTM D1557)
OPP1 99.7 22.4 MH STD
OPP2 96.0 24.6 MH STD

Froehling & Robertson, Inc.
Technician: Lee Williams

PROJECT NAME:JOB NUMBER:66T-0348
CLIENT NAME:LOG-IN NUMBER:66T-0348-01
ENGINEER IN CHARGE:DATE RECEIVED:06/27/16
SUBMITTED BY: COMPLETION DATE:07/07/16
DEPTH (ft.)
Sample #3160
Procedure ASTM Method
A D 698
Oven
1
1001.68
816.74
184.94
87.1
729.64
25.3
6.980 (lbs.)Oven Stove
5.568 (lbs.)Z-3 FP-22
Percent of + ¾"0.0%1053.62 460.47
Percent of + ⅜" 0.0%890.22 409.6
Percent of + #4 0.3%163.40 50.87
110.21 188.03
68 780.01 221.57
0.0331 20.9 23.0
9.2740
Oven Dry Density 92.1 (pcf) Moisture (%)20.9
Stove Dry Density 90.6 (pcf) Moisture (%)23.0
Date:7/5/2016Performed By:
Volume of Mold (cu. ft.)
Mold #
Wgt. Of Mold (lbs.)
Total (Wet) weight of sample
Total (Dry ) weight of sample
Saja
12.9595
9.2740
3.6855
0.0331
111.3
Wt. of Dry Soil (g)
Moisture Content (%)
Wet wt. of soil & Mold (lb.)
Wt. of Mold (lb.)
Wt. of wet soil. (lb.)
Volume of Mold
Wet Density (pcf)
Pan #
Wet wt. of soil + pan (g)
Dry wt. of soil + pan (g)
Moisture Lost (g)
Pan wt, (g)
Moisture Content (%)
Moisture
ONE POINT PROCTOR
Natural Moisture
Pan #
Wet wt. of soil + pan (g)
Dry wt. of soil + pan (g)
Moisture Lost (g)
Pan wt, (g)
Test Method For Laboratory Compaction Characteristics Of Soils
FROEHLING & ROBERTSON
Visual Description:
Source Or Location:
Wt. of Dry Soil (g)
Bulk Loose
HDR
Santhosh Mahavadi
Lee Williams
0.0
Winston Salem Landfill
PROJECT NAME:JOB NUMBER:66T-0348
CLIENT NAME:LOG-IN NUMBER:66T-0348-01
ENGINEER IN CHARGE:DATE RECEIVED:06/27/16
SUBMITTED BY: COMPLETION DATE:07/07/16
DEPTH (ft.)
Sample #3160
Procedure ASTM Method
A D 698
Oven
S-04
1049.41
876.51
172.90
110.16
766.35
22.6
6.546 (lbs.)Oven Stove
5.341 (lbs.)K-01 FP-22
Percent of + ¾"0.0%1032.35 460.47
Percent of + ⅜" 0.0%895.48 409.6
Percent of + #4 0.3%136.87 50.87
109.71 188.03
68 785.77 221.57
0.0331 17.4 23.0
9.2740
Oven Dry Density 95.7 (pcf) Moisture (%)17.4
Stove Dry Density 91.4 (pcf) Moisture (%)23.0
Date:7/5/2016Performed By:
Volume of Mold (cu. ft.)
Mold #
Wgt. Of Mold (lbs.)
Total (Wet) weight of sample
Total (Dry ) weight of sample
Saja
12.9940
9.2740
3.7200
0.0331
112.4
Wt. of Dry Soil (g)
Moisture Content (%)
Wet wt. of soil & Mold (lb.)
Wt. of Mold (lb.)
Wt. of wet soil. (lb.)
Volume of Mold
Wet Density (pcf)
Pan #
Wet wt. of soil + pan (g)
Dry wt. of soil + pan (g)
Moisture Lost (g)
Pan wt, (g)
Moisture Content (%)
Moisture
ONE POINT PROCTOR
Natural Moisture
Pan #
Wet wt. of soil + pan (g)
Dry wt. of soil + pan (g)
Moisture Lost (g)
Pan wt, (g)
Test Method For Laboratory Compaction Characteristics Of Soils
FROEHLING & ROBERTSON
Visual Description:
Source Or Location:
Wt. of Dry Soil (g)
Bulk Loose
HDR
Santhosh Mahavadi
Lee Williams
-1.0
Winston Salem Landfill
PROJECT NAME:JOB NUMBER:66T-0348
CLIENT NAME:LOG-IN NUMBER:66T-0348-01
ENGINEER IN CHARGE:DATE RECEIVED:06/27/16
SUBMITTED BY: COMPLETION DATE:07/07/16
DEPTH (ft.)
Sample #3161
Procedure ASTM Method
A D 698
Oven
P-03
822.80
678.38
144.42
109.93
568.45
25.4
6.062 (lbs.)Oven Stove
4.834 (lbs.)12 FP-22
Percent of + ¾"0.0%927.46 460.47
Percent of + ⅜" 0.0%773.61 409.6
Percent of + #4 0.8%153.85 50.87
87.44 188.03
68 686.17 221.57
0.0331 22.4 23.0
9.2740
Oven Dry Density 99.7 (pcf) Moisture (%)22.4
Stove Dry Density 99.3 (pcf) Moisture (%)23.0
Date:7/5/2016Performed By:
Volume of Mold (cu. ft.)
Mold #
Wgt. Of Mold (lbs.)
Total (Wet) weight of sample
Total (Dry ) weight of sample
Saja
13.3160
9.2740
4.0420
0.0331
122.1
Wt. of Dry Soil (g)
Moisture Content (%)
Wet wt. of soil & Mold (lb.)
Wt. of Mold (lb.)
Wt. of wet soil. (lb.)
Volume of Mold
Wet Density (pcf)
Pan #
Wet wt. of soil + pan (g)
Dry wt. of soil + pan (g)
Moisture Lost (g)
Pan wt, (g)
Moisture Content (%)
Moisture
ONE POINT PROCTOR
Natural Moisture
Pan #
Wet wt. of soil + pan (g)
Dry wt. of soil + pan (g)
Moisture Lost (g)
Pan wt, (g)
Test Method For Laboratory Compaction Characteristics Of Soils
FROEHLING & ROBERTSON
Visual Description:
Source Or Location:
Wt. of Dry Soil (g)
Bulk Loose
HDR
Santhosh Mahavadi
Lee Williams
0.5
Winston Salem Landfill
1
Project:Date:
Client:Sample No:
Project No:Depth:
Initial Final Assumed 2.65
Tare Number G-17 K-04
wt. tare & wet sample (gm)153.31 871.97
wt. tare & dry sample (gm)131.99 736.09
wt. of Water (gm)21.32 135.88 Undisturbed X
wt. of tare (gm)30.66 109.91 Remolded
wt. of dry sample (gm)101.33 626.18
Water content (%)21.0 21.7
Initial Final Saturation (%)99
wt. wet sample + tube (gm)737.97 763.11
wt. of tube (gm)0.00 0.00
wt. of wet sample (gm)737.97 763.11 10.0
wt of dry sample (gm)609.69 627.04
Initial Final Initial Final
Diameter 1 2.824 2.845 Area Area
Diameter 2 2.779 2.858 (cm)(cm)
Diameter 3 2.844 2.834 40.17 41.03
Average Diameter 2.816 2.846 Length Length
Length 1 3.579 3.586 (cm)(cm)
Length 2 3.639 3.474 9.12 8.92
Length 3 3.555 3.475 Diameter Diameter
Average Length 3.591 3.512 (cm)(cm)
Volume (ft3)0.0129 0.0129 7.15 7.23
Wet Density (pcf)125.7 130.2
Dry Density (pcf)103.9 107.0
Void Ratio 0.592
Porosity 0.372
Hydraulic Gradient 15.4
Dave Jenks Date:6/30/2016
Specific Gravity
Confining Pressure
Sample Condition
(B Coefficient)
HYDRAULIC CONDUCTIVITY
Using A Flexible Wall Permeameter
ASTM D-5084 (Method C)
CELL NO.
Performed By:
Winston Salem Landfill
HDR
66T-0348
Sample Parameters
Moisture Content
Dimensions - Inches
Visual Description:
06/27/16
3161
-1.0
Project:Winston Salem Landfill Date:06/27/16
Client:HDR Sample No:3161
Project No:66T-0348 Depth:-1.0
Elapsed Head Inflow Outflow Average Flow Temp Permeability
DATE Time Time (sec)Water (cm)Burette (cc)Burette (cc)Flow (cm)Ratio (C°)cm/sec
07/05/16 9:13:00 0 73.43 0.30 10.00 0 0 21.0
07/05/16 9:52:00 2340.0 69.73 1.04 8.90 4.62 1.486 21.2 3.3E-07
07/05/16 11:12:00 4800.0 62.83 2.42 7.36 7.33 1.116 21.4 3.1E-07
07/05/16 12:31:00 4740.0 56.98 3.59 6.11 6.08 1.068 21.6 2.7E-07
07/05/16 13:57:00 5160.0 51.38 4.71 4.96 5.70 1.027 21.9 2.4E-07
07/05/16 15:41:00 6240.0 45.43 5.90 3.73 6.08 1.034 22.3 2.2E-07
07/05/16 16:36:00 3300.0 42.63 6.46 3.16 2.84 1.018 22.5 2.0E-07
2.3E-07
Inflow Outflow Cell Head Tail
Area Area PSI PSI PSI
0.20 0.20 59.5 49.5 47.5
140.70
Dave Jenks Date:7/5/2016
Using A Flexible Wall Permeameter
HYDRAULIC CONDUCTIVITY
Performed By:
Average Permeability cm/sec.Pressures
ASTM D-5084 (Method C)
1.0E-07
2.0E-07
3.0E-07
4.0E-07
Hy
d
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C
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(
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Time (sec)
Time Versus Hydraulic Conductivity
4WF
Project:Date:
Client:Sample No:
Project No:Depth:
Initial Final Assumed 2.65
Tare Number Z S-01
wt. tare & wet sample (gm)137.09 1068.65
wt. tare & dry sample (gm)112.44 842.79
wt. of Water (gm)24.65 225.86 Undisturbed X
wt. of tare (gm)30.72 110.25 Remolded
wt. of dry sample (gm)81.72 732.54
Water content (%)30.2 30.8
Initial Final Saturation (%)99
wt. wet sample + tube (gm)957.52 982.45
wt. of tube (gm)0.00 0.00
wt. of wet sample (gm)957.52 982.45 10.0
wt of dry sample (gm)735.63 750.92
Initial Final Initial Final
Diameter 1 2.820 2.840 Area Area
Diameter 2 2.807 2.871 (cm)(cm)
Diameter 3 2.858 2.881 40.53 41.56
Average Diameter 2.828 2.864 Length Length
Length 1 4.970 4.876 (cm)(cm)
Length 2 4.936 4.825 12.57 12.32
Length 3 4.937 4.850 Diameter Diameter
Average Length 4.948 4.850 (cm)(cm)
Volume (ft3)0.0180 0.0181 7.18 7.27
Wet Density (pcf)117.3 119.8
Dry Density (pcf)90.2 91.5
Void Ratio 0.834
Porosity 0.455
Hydraulic Gradient 13.4
Dave Jenks Date:6/30/2016
Specific Gravity
Confining Pressure
Sample Condition
(B Coefficient)
HYDRAULIC CONDUCTIVITY
Using A Flexible Wall Permeameter
ASTM D-5084 (Method C)
CELL NO.
Performed By:
Winston Salem Landfill
HDR
66T-0348
Sample Parameters
Moisture Content
Dimensions - Inches
Visual Description:
06/27/16
3163
0.0
Project:Winston Salem Landfill Date:06/27/16
Client:HDR Sample No:3163
Project No:66T-0348 Depth:0.0
Elapsed Head Inflow Outflow Average Flow Temp Permeability
DATE Time Time (sec)Water (cm)Burette (cc)Burette (cc)Flow (cm)Ratio (C°)cm/sec
07/05/16 9:15:00 0 74.18 0.15 9.88 0 0 21.0
07/05/16 9:28:00 780.0 70.03 0.98 8.90 4.55 1.181 21.1 1.3E-06
07/05/16 9:52:00 1440.0 62.28 2.53 7.30 7.91 1.032 21.2 1.4E-06
07/05/16 10:14:00 1320.0 55.43 3.90 5.92 6.91 1.007 21.3 1.4E-06
07/05/16 10:34:00 1200.0 49.63 5.06 4.74 5.88 1.017 21.3 1.3E-06
07/05/16 11:10:00 2160.0 40.43 6.90 2.84 9.40 1.033 21.4 1.2E-06
1.3E-06
Inflow Outflow Cell Head Tail
Area Area PSI PSI PSI
0.20 0.20 90.4 80.4 78.0
168.84
Dave Jenks Date:7/5/2016
Using A Flexible Wall Permeameter
HYDRAULIC CONDUCTIVITY
Performed By:
Average Permeability cm/sec.Pressures
ASTM D-5084 (Method C)
1.1E-06
1.2E-06
1.2E-06
1.3E-06
1.3E-06
1.4E-06
1.4E-06
Hy
d
r
a
u
l
i
c

C
o
n
d
u
c
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i
v
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(
c
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s
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Time (sec)
Time Versus Hydraulic Conductivity

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix C - CQA Field and Laboratory Testing-Soils

C4 Soil Liner Testing

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix D - Geosynthetic Manufacturers’ Quality Control Data

D
Appendix D - Geosynthetic
Manufacturers’ Quality Control Data
D1 Geosynthetic Clay Liner Manufacturer’s Quality
Control Certificates
D2 Geomembrane Manufacturer’s Quality Control Data
D3 Drainage Composite Manufacturer’s Quality Control
Certificates
D4 Geotextile Manufacturer’s Quality Control
Certificates
D5 Interface Friction Tests

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix D - Geosynthetic Manufacturers’ Quality Control Data

D1 Geosynthetic Clay Liner QC Certificates

This page intentionally left blank.
Report Date
5/11/2016
Sales Order:
Customer:
Project:
Product Type:
Mauricio Ossa
Director of Global Quality
Jane Allen
Laboratory Manager
NLS Hanes Mill Rd Landfill NC
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-03S-D-00 Bentoliner NSL
is certified to be needle free.
National Lining Systems
78407
BentoLiner Manufacturing Certification
GSE 8.2.4-033 Revision 03 10/23/12
GSE Environmental, LLC
Roll Allocation List 12:09:57 pm
5/11/2016
Page 1
Sales Order SO-078407
Customer Name National Lining Systems
Project Name NLS - Hanes Mill Rd Landfill NC
Serial number Item Number Roll width Clay Manufacturing date Length
135045299 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045300 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045301 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045302 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045303 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045304 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045305 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045306 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045307 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045308 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045309 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045310 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045311 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045312 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045313 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045314 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045315 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045316 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045317 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045318 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045319 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045320 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045321 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045322 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045323 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045324 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045325 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045326 BLI-075-06N-03S-D-00 15.50 30305162A 4/3/2016 150.00
135045327 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045328 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045329 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045330 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045331 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045332 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045333 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045334 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045335 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045336 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045337 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045339 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045340 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045341 BLI-075-06N-03S-D-00 15.50 30305162B 4/3/2016 150.00
135045342 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045343 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045344 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045345 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045346 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045347 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045348 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045349 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045350 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045351 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045352 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045353 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045354 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045355 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045356 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045357 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045358 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045359 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
GSE 8.2.4-021 Rev 01 08/12
GSE Environmental, LLC
Roll Allocation List 12:09:57 pm
5/11/2016
Page 2
Sales Order SO-078407
Customer Name National Lining Systems
Project Name NLS - Hanes Mill Rd Landfill NC
Serial number Item Number Roll width Clay Manufacturing date Length
135045360 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045361 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045362 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045363 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045364 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045365 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045366 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045367 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045368 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045369 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045370 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045371 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045372 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045373 BLI-075-06N-03S-D-00 15.50 30305162B 4/4/2016 150.00
135045374 BLI-075-06N-03S-D-00 15.50 30309161A 4/4/2016 150.00
135045375 BLI-075-06N-03S-D-00 15.50 30309161A 4/4/2016 150.00
135045376 BLI-075-06N-03S-D-00 15.50 30309161A 4/4/2016 150.00
135045377 BLI-075-06N-03S-D-00 15.50 30309161A 4/4/2016 150.00
135045378 BLI-075-06N-03S-D-00 15.50 30309161A 4/4/2016 150.00
GSE 8.2.4-021 Rev 01 08/12
May/11/2016
SO-078407 BLI-075-06N-03S-D-00
Page 1 of 3
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Winston Salem NC US
ASTMD4632 Grab
Strength(lbs)
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
National Lining Systems
135045299 123 39 40.0 6.8 0.77 27.0 8.9 15.0
135045300 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045301 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045302 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045303 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045304 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045305 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045306 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045307 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045308 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045309 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045310 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045311 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045312 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045313 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045314 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045315 137 37 46.0 6.5 0.90 27.0 8.9 15.0
135045316 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045317 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045318 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045319 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045320 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045321 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045322 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045323 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045324 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045325 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045326 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045327 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045328 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045329 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045330 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045331 156 33 43.0 5.8 0.79 27.0 8.9 15.0
135045332 144 44 48.0 8.4 0.86 27.0 8.9 15.0
May/11/2016
SO-078407 BLI-075-06N-03S-D-00
Page 2 of 3
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Winston Salem NC US
ASTMD4632 Grab
Strength(lbs)
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
National Lining Systems
135045333 144 44 48.0 8.4 0.86 27.0 8.9 15.0
135045334 144 44 48.0 8.4 0.86 27.0 8.9 15.0
135045335 144 44 48.0 8.4 0.86 27.0 8.9 15.0
135045336 144 44 48.0 8.4 0.86 27.0 8.9 15.0
135045337 144 44 48.0 8.4 0.86 27.0 8.9 15.0
135045339 144 44 48.0 8.4 0.86 27.0 8.9 15.0
135045340 144 44 48.0 8.4 0.86 27.0 8.9 15.0
135045341 144 44 48.0 8.4 0.86 27.0 8.9 15.0
135045342 144 44 48.0 8.4 0.86 27.0 8.9 15.0
135045343 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045344 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045345 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045346 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045347 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045348 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045349 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045350 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045351 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045352 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045353 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045354 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045355 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045356 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045357 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045358 188 38 49.0 7.2 0.82 27.0 8.9 15.0
135045359 172 36 48.0 7.1 0.83 27.0 8.9 15.0
135045360 172 36 48.0 7.1 0.83 27.0 8.9 15.0
135045361 172 36 48.0 7.1 0.83 27.0 8.9 15.0
135045362 172 36 48.0 7.1 0.83 27.0 8.9 15.0
135045363 172 36 48.0 7.1 0.83 27.0 8.9 15.0
135045364 172 36 48.0 7.1 0.83 27.0 8.9 15.0
135045365 172 36 48.0 7.1 0.83 27.0 8.9 15.0
135045366 172 36 48.0 7.1 0.83 27.0 8.9 15.0
135045367 172 36 48.0 7.1 0.83 27.0 8.9 15.0
May/11/2016
SO-078407 BLI-075-06N-03S-D-00
Page 3 of 3
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Winston Salem NC US
ASTMD4632 Grab
Strength(lbs)
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
National Lining Systems
135045368 172 36 48.0 7.1 0.83 26.0 8.7 16.0
135045369 172 36 48.0 7.1 0.83 26.0 8.7 16.0
135045370 172 36 48.0 7.1 0.83 26.0 8.7 16.0
135045371 172 36 48.0 7.1 0.83 26.0 8.7 16.0
135045372 172 36 48.0 7.1 0.83 26.0 8.7 16.0
135045373 172 36 48.0 7.1 0.83 26.0 8.7 16.0
135045374 172 36 48.0 7.1 0.83 26.0 8.7 16.0
135045375 161 39 47.0 7.5 0.79 26.0 8.7 16.0
135045376 161 39 47.0 7.5 0.79 26.0 8.7 16.0
135045377 161 39 47.0 7.5 0.79 26.0 8.7 16.0
135045378 161 39 47.0 7.5 0.79 26.0 8.7 16.0
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 MOIST F.L.MBC Free Swell PWA % + 20 % - 200
Number Number DATE CODE 12 max 18 max MEQ 25 min 750 min (15.0 Max) (10.0 Max)
BNSF 421903 903169897 3/4/2016 30304161 8.8 16.0 94 26 767 1.51 0.40
BNSF 422253 903169898 3/5/2016 30305162 9.3 15.2 96 25 773 3.05 0.50
YTD %Mesh Mesh
NUMBER MOIST F.L.MBC Free Swell PWA % + 20 % - 200
OF 12 max 18 max MEQ 25 min 750 min (15.0 Max) (10.0 Max)
CARS/TRKS M AVG 9.19 16.04 95.73 26.10 780.67 1.84 1.38
30 STD DEV 0.27 0.84 2.08 1.12 21.62 0.71 0.73
Sold To:GSE Clay Lining Technology, Co.Q A Supervisor
1245 Eastland Ave.Allen Harvey
Kingstree SC 29556
3/7/2016
Shipped To:GSE Clay Lining Technology, Co.
1245 Eastland Ave.CC:Blair Akers
Kingstree SC 29556 File
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 MOIST F.L.MBC Free Swell PWA % + 20 % - 200
Number Number DATE CODE 12 max 18 max MEQ 25 min 750 min (15.0 Max) (10.0 Max)
BNSF 420455 903171900 3/9/2016 30309161 9.0 15.2 100 25 809 2.87 0.45
BNSF 422493 903171901 3/10/2016 30310161 8.6 15.6 98 25 782 3.10 0.44
YTD %Mesh Mesh
NUMBER MOIST F.L.MBC Free Swell PWA % + 20 % - 200
OF 12 max 18 max MEQ 25 min 750 min (15.0 Max) (10.0 Max)
CARS/TRKS M AVG 9.15 15.99 96.00 26.00 781.03 1.91 1.29
33 STD DEV 0.30 0.82 2.18 1.12 21.41 0.73 0.75
Sold To:GSE Clay Lining Technology, Co.Q A Supervisor
1245 Eastland Ave.Allen Harvey
Kingstree SC 29556
3/11/2016
Shipped To:GSE Clay Lining Technology, Co.
1245 Eastland Ave.CC:Blair Akers
Kingstree SC 29556 File
Attn:Jodie Williams
Stephen Williamson
Edgardo Cornejo
Ed Zimmel
GSE Bentoliner Clay Lining Technology, Co.
Report Date
5/11/2016
Project:
Sales Order:
Product:
Required Testing:

Frequency:
Effective Stress:
Index Hydraulic
Flux Conductivity
Production Date (m³/m²/sec)(cm/sec)
4/3/2016 3.80E-09 1.55E-09

Approved By:
Date Approved:May 11, 2016
78407
BLI-075-06N-03S-D-00 Bentoliner NSL

NLS Hanes Mill Rd Landfill NC
Crystal Gore
Quality Assurance Laboratory Test Results
5 psi
1/Week
ASTM D5887 - Standard Test Method for Measurement of Index Flux Through
135045299
Roll Number
Saturated Geosynthetic Clay Liner Specimens Using a Flexible Wall Permeameter
GSE 8.2.4-037
Rev 02 06/07/12
Large Scale Direct Shear Report
Profile:Testing Date:4/19/2016
Internal Shear of BentoLiner NSL, Roll # 135045584, Lot #36040708
BLI-075-06N-03S-D-00
DISPLACEMENT
vs SHEAR STRESS
Normal Peak L.D.
Stress Stress Stress
(psf)(psf)(psf)
200 944 538
the GCL with a peak shear stress
of 944 psf. There was no internal
failure of the GCL.
TESTING INFORMATION:
1 Tests were conducted in general accordance with ASTM 6243.
2 Tests were conducted with the profile immersed in tap water.
3 The GCL was hydrated for 24 hours at 200 psf before the start of shearing.
4 Testing Speed: 0.04 in/min
5 Large Displacement (LD): 2.0 inches
6 The 200 psf normal load was applied with a dead weight load.
TEST ORIENTATION
BentoLiner Load Cell
Upper Box
Motion of Lower Box Lower Box
SHEAR DEVICE INFORMATION:
1 Manufactured by GeoSyntec Consultants
2 Upper box dimensions: 12" x 12" x 3"
3 Lower box dimensions: 12" x 16" x 3"
4 Large Displacement: Up to 4"
The gripper plate slipped against
0
200
400
600
800
1000
1200
1400
0.0 0.5 1.0 1.5 2.0 2.5
Sh
e
a
r

S
t
r
e
s
s

(
p
s
f
)
Horizontal Displacement (inches)
200 psf Normal Load
Order
Customer
Project Name
Roll#Daily Lot Product Code Mfg Date Length Sent
135045299 36040303 BLI-075-06N-03S-D-00 4/3/2016 150 4/4
135045300 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045301 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045302 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045303 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045304 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045305 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045306 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045307 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045308 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045309 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045310 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045311 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045312 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045313 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045314 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045315 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045316 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045317 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045318 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045319 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045320 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045321 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045322 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045323 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045324 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045325 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045326 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045327 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045328 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045329 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045330 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045331 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045332 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045333 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045334 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045335 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045336 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045337 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045339 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045340 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045341 36040303 BLI-075-06N-03S-D-00 4/3/2016 150
135045342 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045343 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045344 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045345 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045346 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045347 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
GSE Roll Allocation
SO-078407
National Lining Systems
NLS - Hanes Mill Rd Landfill NC
GEOTECHNICS
ONE SAMPLE
GSE 8.2.4-020 Rev 01 02/10
Wednesday, May 11, 2016
Order
Customer
Project Name
Roll#Daily Lot Product Code Mfg Date Length Sent
SO-078407
National Lining Systems
NLS - Hanes Mill Rd Landfill NC
GEOTECHNICS
ONE SAMPLE
135045348 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045349 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045350 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045351 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045352 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045353 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045354 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045355 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045356 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045357 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045358 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045359 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045360 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045361 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045362 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045363 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045364 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045365 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045366 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045367 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045368 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045369 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045370 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045371 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045372 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045373 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045374 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045375 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045376 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045377 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
135045378 36040403 BLI-075-06N-03S-D-00 4/4/2016 150
GSE 8.2.4-020 Rev 01 02/10
Wednesday, May 11, 2016

This page intentionally left blank.
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix D - Geosynthetic Manufacturers’ Quality Control Data

D2 Geomembrane QC Data

This page intentionally left blank.
GSE 8.2.4-020 Rev 01 02/10
Monday, April 04, 2016 Page: 1 of 1
Order
Customer
Project Name
Roll#Resin Lot Product Code Mfg Date Length
101183025 HGB820590 HDS-060AE-BBB-B-00 4/2/2016 560
101183026 HGB820590 HDS-060AE-BBB-B-00 4/2/2016 560
101183032 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183033 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183034 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183035 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183036 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183038 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183039 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183040 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183041 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183042 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183043 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183044 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183045 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183046 HGB820590 HDS-060AE-BBB-B-00 4/3/2016 560
101183047 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183048 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183049 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183050 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
GSE Roll Allocation
SO-078407
National Lining Systems
NLS - Hanes Mill Rd Landfill NC
Apr/4/2016
SO-078407 HDS-060AE-BBB-B-00
Page 1 of 1
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Winston Salem NC US
AverageThickness
ASTMD5199 (mils)
MinimumThickness
ASTMD5199 (mils)
YieldStrengthASTM
D6693 (ppi)MD
YieldStrengthASTM
D6693 (ppi)TD
YieldElongationASTM
D6693 (%)MD
YieldElongationASTM
D6693 (%)TD
BreakStrengthASTM
D6693 (ppi)MD
BreakStrengthASTM
D6693 (ppi)TD
BreakElongationASTM
D6693 (%)MD
BreakElongationASTM
D6693 (%)TD
TearResistanceASTM
D1004 (lbs)MD
TearResistanceASTM
D1004 (lbs)TD
PunctureResistance
ASTMD4833 (lbs)
Density
ASTMD1505 (g/cc)
CarbonBlackContent
ASTMD4218 (%)
Carbon
BlackDispersionASTMD5596
(Views inCat1-Cat2)
ROLL TEST DATA REPORT
National Lining Systems
101183025 61 55 134 143 17 17 259 319 751 953 52 48 147 0.945 2.5 10
101183026 61 56 140 146 17 17 283 309 805 949 51 47 150 0.944 2.6 10
101183032 61 55 140 139 17 17 305 305 852 923 50 45 147 0.944 2.5 10
101183033 61 55 139 145 17 17 290 295 828 889 50 47 144 0.944 2.4 10
101183034 61 56 139 145 17 17 290 295 828 889 50 47 144 0.944 2.4 10
101183035 61 56 139 145 17 17 290 295 828 889 50 47 144 0.944 2.4 10
101183036 62 56 145 152 17 17 288 323 786 971 52 47 146 0.944 2.4 10
101183038 62 54 145 152 17 17 288 323 786 971 52 47 146 0.944 2.4 10
101183039 62 56 145 152 17 17 288 323 786 971 52 47 146 0.944 2.4 10
101183040 61 55 133 156 17 17 278 310 799 931 50 47 148 0.945 2.4 10
101183041 62 55 133 156 17 17 278 310 799 931 50 47 148 0.945 2.4 10
101183042 61 55 133 156 17 17 278 310 799 931 50 47 148 0.945 2.4 10
101183043 61 57 135 149 17 17 297 318 841 959 51 48 154 0.945 2.4 10
101183044 61 54 135 149 17 17 297 318 841 959 51 48 154 0.945 2.4 10
101183045 62 55 135 149 17 17 297 318 841 959 51 48 154 0.945 2.4 10
101183046 62 57 135 148 17 17 280 309 808 924 51 46 149 0.945 2.5 10
101183047 61 57 135 148 17 17 280 309 808 924 51 46 149 0.945 2.5 10
101183048 61 56 135 148 17 17 280 309 808 924 51 46 149 0.945 2.5 10
101183049 61 55 146 146 17 17 282 282 801 801 52 47 152 0.945 2.5 10
101183050 62 56 146 146 17 17 282 282 801 801 52 47 152 0.945 2.5 10
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
Product:
MARLEX POLYETHYLENE K306 BULK
Lot Number: HGB820590 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.1 g/10mi
HLMI Flow Rate ASTM D1238 11.2 g/10mi
Density D1505 or D4883 0.937 g/cm3
Production Date 02/14/2016____________________________________________________________________________

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 Customer Service Representative at 800-231-1212
GSE ENVIRONMENTAL, LLC
19103 GUNDLE ROAD
HOUSTON TX 77073
USA
Recipient: Phouangsavanh
Fax:
CoA Date: 02/26/2016
Delivery #: 89215764
Page 1 of 1
PO #: 03-505418
Weight: 178000 LB
Ship Date: 02/26/2016
Package: BULK
Mode: Hopper Car
Car #: CHVX896593
Seal No: 47364
Shipped To:
Certificate of Analysis
Report Date
4/4/2016
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:78407
Required Testing:

Specification:>100 minutes

Product Code Results
HDS-060AE-BBB-B-00 PASS

Approved By:
Date Approved:
NLS - Hanes Mill Rd Landfill NC
by Differential Scanning Calorimetry
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
HGB820590
April 4, 2016

Debra Gortemiller
Resin Lot Number
GSE 8.2.4-020 Rev 01 02/10
Wednesday, April 06, 2016 Page: 1 of 1
Order
Customer
Project Name
Roll#Resin Lot Product Code Mfg Date Length
101183051 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183052 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183053 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183054 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183055 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183056 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183057 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183058 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183059 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183060 HGB820590 HDS-060AE-BBB-B-00 4/4/2016 560
101183061 HGB820590 HDS-060AE-BBB-B-00 4/5/2016 560
101183062 HGB820590 HDS-060AE-BBB-B-00 4/5/2016 560
101183063 HGB820590 HDS-060AE-BBB-B-00 4/5/2016 560
101183064 HGB820590 HDS-060AE-BBB-B-00 4/5/2016 560
101183065 HGB820590 HDS-060AE-BBB-B-00 4/5/2016 560
101183066 HGB820590 HDS-060AE-BBB-B-00 4/5/2016 560
101183067 HGB820590 HDS-060AE-BBB-B-00 4/5/2016 560
101183068 HGB820590 HDS-060AE-BBB-B-00 4/5/2016 560
GSE Roll Allocation
SO-078407
National Lining Systems
NLS - Hanes Mill Rd Landfill NC
Apr/6/2016
SO-078407 HDS-060AE-BBB-B-00
Page 1 of 1
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Winston Salem NC US
AverageThickness
ASTMD5199 (mils)
MinimumThickness
ASTMD5199 (mils)
YieldStrengthASTM
D6693 (ppi)MD
YieldStrengthASTM
D6693 (ppi)TD
YieldElongationASTM
D6693 (%)MD
YieldElongationASTM
D6693 (%)TD
BreakStrengthASTM
D6693 (ppi)MD
BreakStrengthASTM
D6693 (ppi)TD
BreakElongationASTM
D6693 (%)MD
BreakElongationASTM
D6693 (%)TD
TearResistanceASTM
D1004 (lbs)MD
TearResistanceASTM
D1004 (lbs)TD
PunctureResistance
ASTMD4833 (lbs)
Density
ASTMD1505 (g/cc)
CarbonBlackContent
ASTMD4218 (%)
Carbon
BlackDispersionASTMD5596
(Views inCat1-Cat2)
ROLL TEST DATA REPORT
National Lining Systems
101183051 61 54 146 146 17 17 282 282 801 801 52 47 152 0.945 2.5 10
101183052 61 54 146 150 17 17 285 320 810 942 53 50 152 0.945 2.6 10
101183053 61 55 146 150 17 17 285 320 810 942 53 50 152 0.945 2.6 10
101183054 61 57 146 150 17 17 285 320 810 942 53 50 152 0.945 2.6 10
101183055 61 55 146 152 17 17 284 315 787 918 52 49 152 0.945 2.7 10
101183056 61 55 146 152 17 17 284 315 787 918 52 49 152 0.945 2.7 10
101183057 62 57 146 152 17 17 284 315 787 918 52 49 152 0.945 2.7 10
101183058 62 57 139 148 17 17 279 308 808 896 52 48 152 0.944 2.3 10
101183059 60 55 139 148 17 17 279 308 808 896 52 48 152 0.944 2.3 10
101183060 61 55 139 148 17 17 279 308 808 896 52 48 152 0.944 2.3 10
101183061 62 56 141 138 17 17 291 264 875 751 50 45 145 0.944 2.5 10
101183062 61 56 141 138 17 17 291 264 875 751 50 45 145 0.944 2.5 10
101183063 62 56 141 138 17 17 291 264 875 751 50 45 145 0.944 2.5 10
101183064 62 56 135 149 17 17 296 312 868 912 51 48 148 0.944 2.4 10
101183065 63 56 135 149 17 17 296 312 868 912 51 48 148 0.944 2.4 10
101183066 61 56 135 149 17 17 296 312 868 912 51 48 148 0.944 2.4 10
101183067 61 56 136 155 17 17 304 322 868 945 48 48 153 0.944 2.7 10
101183068 61 57 136 155 17 17 304 322 868 945 48 48 153 0.944 2.7 10
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
Product:
MARLEX POLYETHYLENE K306 BULK
Lot Number: HGB820590 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.1 g/10mi
HLMI Flow Rate ASTM D1238 11.2 g/10mi
Density D1505 or D4883 0.937 g/cm3
Production Date 02/14/2016____________________________________________________________________________

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 Customer Service Representative at 800-231-1212
GSE ENVIRONMENTAL, LLC
19103 GUNDLE ROAD
HOUSTON TX 77073
USA
Recipient: Phouangsavanh
Fax:
CoA Date: 02/26/2016
Delivery #: 89215764
Page 1 of 1
PO #: 03-505418
Weight: 178000 LB
Ship Date: 02/26/2016
Package: BULK
Mode: Hopper Car
Car #: CHVX896593
Seal No: 47364
Shipped To:
Certificate of Analysis
Report Date
4/6/2016
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:78407
Required Testing:

Specification:>100 minutes

Product Code Results
HDS-060AE-BBB-B-00 PASS

Approved By:
Date Approved:
NLS - Hanes Mill Rd Landfill NC
by Differential Scanning Calorimetry
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
HGB820590
April 4, 2016

Debra Gortemiller
Resin Lot Number
GSE 8.2.4-020 Rev 01 02/10
Tuesday, April 12, 2016 Page: 1 of 1
Order
Customer
Project Name
Roll#Resin Lot Product Code Mfg Date Length
102180169 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180170 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180171 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180172 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180173 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180174 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180175 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180176 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180177 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180178 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180179 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180180 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180181 HGC710190 HDT-060GE-BBB-B-W0 4/11/2016 520
102180182 HGC710190 HDT-060GE-BBB-B-W0 4/12/2016 520
102180183 HGC710190 HDT-060GE-BBB-B-W0 4/12/2016 520
102180184 HGC710190 HDT-060GE-BBB-B-W0 4/12/2016 520
GSE Roll Allocation
SO-078407
National Lining Systems
NLS - Hanes Mill Rd Landfill NC
Apr/12/2016
SO-078407 HDT-060GE-BBB-B-W0
Page 1 of 1
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Winston Salem NC US
AverageThickness
ASTMD5994 (mils)
MinimumThickness
ASTMD5994 (mils)
YieldStrengthASTM
D6693 (ppi)MD
YieldStrengthASTM
D6693 (ppi)TD
YieldElongationASTM
D6693 (%)MD
YieldElongationASTM
D6693 (%)TD
BreakStrengthASTM
D6693 (ppi)MD
BreakStrengthASTM
D6693 (ppi)TD
BreakElongationASTM
D6693 (%)MD
BreakElongationASTM
D6693 (%)TD
TearResistanceASTM
D1004 (lbs)MD
TearResistanceASTM
D1004 (lbs)TD
PunctureResistance
ASTMD4833 (lbs)
Density
ASTMD1505 (g/cc)
CarbonBlackContent
ASTMD4218 (%)
Carbon
BlackDispersionASTMD5596
(Views inCat1-Cat2)
AsperityHeightASTM
D7466 (mils)A Side
AsperityHeightASTM
D7466 (mils)B Side
ROLL TEST DATA REPORT
National Lining Systems
102180169 59 52 149 162 17 17 174 168 439 492 54 52 150 0.944 2.1 10 23 25
102180170 58 52 163 160 17 17 200 181 550 544 57 52 150 0.945 2.1 10 22 22
102180171 59 52 163 160 17 17 200 181 550 544 57 52 150 0.945 2.1 10 22 22
102180172 58 52 163 160 17 17 200 181 550 544 57 52 150 0.945 2.1 10 22 23
102180173 58 52 163 160 17 17 200 181 550 544 57 52 150 0.945 2.1 10 22 23
102180174 58 52 156 164 17 17 205 163 561 414 56 55 148 0.945 2.0 10 24 25
102180175 58 52 156 164 17 17 205 163 561 414 56 55 148 0.945 2.0 10 24 25
102180176 58 52 156 164 17 17 205 163 561 414 56 55 148 0.945 2.0 10 25 26
102180177 58 52 156 164 17 17 205 163 561 414 56 55 148 0.945 2.0 10 25 26
102180178 59 55 157 155 17 17 211 173 574 527 53 52 147 0.944 2.1 10 22 23
102180179 58 53 157 155 17 17 211 173 574 527 53 52 147 0.944 2.1 10 22 23
102180180 58 53 157 155 17 17 211 173 574 527 53 52 147 0.944 2.1 10 22 23
102180181 59 55 157 155 17 17 211 173 574 527 53 52 147 0.944 2.1 10 22 23
102180182 58 54 159 163 17 17 183 188 533 523 54 52 153 0.945 2.2 10 21 23
102180183 58 54 159 163 17 17 183 188 533 523 54 52 153 0.945 2.2 10 21 23
102180184 60 57 159 163 17 17 183 188 533 523 54 52 153 0.945 2.2 10 22 23
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
Product:
MARLEX POLYETHYLENE K306 BULK
Lot Number: HGC710190 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.1 g/10mi
HLMI Flow Rate ASTM D1238 11.0 g/10mi
Density D1505 or D4883 0.938 g/cm3
Production Date 03/07/2016____________________________________________________________________________

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 Customer Service Representative at 800-231-1212
GSE ENVIRONMENTAL, LLC
19103 GUNDLE ROAD
HOUSTON TX 77073
USA
Recipient: Phouangsavanh
Fax:
CoA Date: 03/29/2016
Delivery #: 89232703
Page 1 of 1
PO #: 03-505703
Weight: 198600 LB
Ship Date: 03/29/2016
Package: BULK
Mode: Hopper Car
Car #: PSPX002475
Seal No: 39648
Shipped To:
Certificate of Analysis
Report Date
4/12/2016
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:78407
Required Testing:

Specification:>100 minutes

Product Code Results
HDT-060GE-BBB-B-W0 PASS

Approved By:
Date Approved:
NLS - Hanes Mill Rd Landfill NC
by Differential Scanning Calorimetry
ASTM D 3895 -- Standard Test Method for Oxidative Induction Time of Polyolefins
HGC710190
April 12, 2016

Daniel Vaquez
Resin Lot Number

This page intentionally left blank.
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix D - Geosynthetic Manufacturers’ Quality Control Data

D3 Drainage Composite QC Certificates

This page intentionally left blank.
GSE Environmental, LLC
Roll Allocation List 01:46:10 pm
5/16/2016
Page 1
Sales Order SO-078407
Customer Name National Lining Systems
Project Name NLS - Hanes Mill Rd Landfill NC
Serial number Item Number Resin Lot Top Bottom Manufacturing date Length
131491307 FS2-300E-08-08-E-00 CGD610251 130500460 130500458 5/14/2016 170.00
131491308 FS2-300E-08-08-E-00 CGD610251 130500460 130500458 5/14/2016 170.00
131491309 FS2-300E-08-08-E-00 CGD610251 130500460 130500458 5/14/2016 170.00
131491310 FS2-300E-08-08-E-00 CGD610251 130500460 130500458 5/14/2016 170.00
131491311 FS2-300E-08-08-E-00 CGD610251 130500460 130500458 5/14/2016 170.00
131491312 FS2-300E-08-08-E-00 CGD610251 130500460 130500458 5/14/2016 170.00
131491313 FS2-300E-08-08-E-00 CGD610251 130500460 130500458 5/14/2016 170.00
131491314 FS2-300E-08-08-E-00 CGD610251 130500460 130500458 5/14/2016 170.00
131491315 FS2-300E-08-08-E-00 CGD610251 130500444 130500457 5/14/2016 170.00
131491316 FS2-300E-08-08-E-00 CGD610251 130500444 130500457 5/14/2016 170.00
131491317 FS2-300E-08-08-E-00 CGD610251 130500444 130500457 5/14/2016 170.00
131491318 FS2-300E-08-08-E-00 CGD610251 130500444 130500457 5/14/2016 170.00
131491319 FS2-300E-08-08-E-00 CGD610251 130500444 130500457 5/14/2016 170.00
131491320 FS2-300E-08-08-E-00 CGD610251 130500444 130500457 5/14/2016 170.00
131491321 FS2-300E-08-08-E-00 CGD610251 130500444 130500457 5/14/2016 170.00
131491322 FS2-300E-08-08-E-00 CGD610251 130500444 130500457 5/14/2016 170.00
131491323 FS2-300E-08-08-E-00 CGD610251 130500449 130500459 5/14/2016 170.00
131491324 FS2-300E-08-08-E-00 CGD610251 130500449 130500459 5/14/2016 170.00
131491325 FS2-300E-08-08-E-00 CGD610251 130500449 130500459 5/14/2016 170.00
131491326 FS2-300E-08-08-E-00 CGD610251 130500449 130500459 5/14/2016 170.00
131491327 FS2-300E-08-08-E-00 CGD610251 130500449 130500459 5/14/2016 170.00
131491328 FS2-300E-08-08-E-00 CGD610251 130500449 130500459 5/14/2016 170.00
131491329 FS2-300E-08-08-E-00 CGD610251 130500449 130500459 5/14/2016 170.00
131491330 FS2-300E-08-08-E-00 CGD610251 130500449 130500459 5/14/2016 170.00
131491331 FS2-300E-08-08-E-00 CGD610251 130500453 130500456 5/14/2016 170.00
131491332 FS2-300E-08-08-E-00 CGD610251 130500453 130500456 5/14/2016 170.00
131491333 FS2-300E-08-08-E-00 CGD610251 130500453 130500456 5/14/2016 170.00
131491334 FS2-300E-08-08-E-00 CGD610251 130500453 130500456 5/14/2016 170.00
131491335 FS2-300E-08-08-E-00 CGD610251 130500453 130500456 5/14/2016 170.00
131491336 FS2-300E-08-08-E-00 CGD610251 130500453 130500456 5/14/2016 170.00
131491337 FS2-300E-08-08-E-00 CGD610251 130500453 130500456 5/14/2016 170.00
131491338 FS2-300E-08-08-E-00 CGD610251 130500453 130500456 5/14/2016 170.00
131491339 FS2-300E-08-08-E-00 CGD610251 130500511 130500510 5/14/2016 170.00
131491340 FS2-300E-08-08-E-00 CGD610251 130500511 130500510 5/14/2016 170.00
131491341 FS2-300E-08-08-E-00 CGD610251 130500511 130500510 5/14/2016 170.00
131491342 FS2-300E-08-08-E-00 CGD610251 130500511 130500510 5/14/2016 170.00
131491343 FS2-300E-08-08-E-00 CGD610251 130500511 130500510 5/14/2016 170.00
131491344 FS2-300E-08-08-E-00 CGD610251 130500511 130500510 5/14/2016 170.00
131491345 FS2-300E-08-08-E-00 CGD610251 130500511 130500510 5/14/2016 170.00
131491346 FS2-300E-08-08-E-00 CGD610251 130500511 130500510 5/14/2016 170.00
131491347 FS2-300E-08-08-E-00 CGD610251 130500511 130500510 5/14/2016 170.00
131491348 FS2-300E-08-08-E-00 CGD610251 130500455 130500451 5/14/2016 170.00
131491349 FS2-300E-08-08-E-00 CGD610251 130500455 130500451 5/14/2016 170.00
GSE 8.2.4-021 Rev 01 08/12
GSE Environmental, LLC
Roll Allocation List 01:46:10 pm
5/16/2016
Page 2
Sales Order SO-078407
Customer Name National Lining Systems
Project Name NLS - Hanes Mill Rd Landfill NC
Serial number Item Number Resin Lot Top Bottom Manufacturing date Length
131491350 FS2-300E-08-08-E-00 CGD610251 130500455 130500451 5/14/2016 170.00
131491351 FS2-300E-08-08-E-00 CGD610251 130500455 130500451 5/14/2016 170.00
131491352 FS2-300E-08-08-E-00 CGD610251 130500455 130500451 5/14/2016 170.00
131491353 FS2-300E-08-08-E-00 CGD610251 130500455 130500451 5/14/2016 170.00
131491354 FS2-300E-08-08-E-00 CGD610251 130500455 130500451 5/14/2016 170.00
131491355 FS2-300E-08-08-E-00 CGD610251 130500455 130500451 5/14/2016 170.00
131491356 FS2-300E-08-08-E-00 CGD610251 130500446 130500454 5/14/2016 170.00
131491357 FS2-300E-08-08-E-00 CGD610251 130500446 130500454 5/14/2016 170.00
131491358 FS2-300E-08-08-E-00 CGD610251 130500446 130500454 5/14/2016 170.00
131491359 FS2-300E-08-08-E-00 CGD610251 130500446 130500454 5/14/2016 170.00
131491360 FS2-300E-08-08-E-00 CGD610251 130500446 130500454 5/14/2016 170.00
131491361 FS2-300E-08-08-E-00 CGD610251 130500446 130500454 5/14/2016 170.00
131491362 FS2-300E-08-08-E-00 CGD610251 130500446 130500454 5/14/2016 170.00
131491363 FS2-300E-08-08-E-00 CGD610251 130500446 130500454 5/14/2016 170.00
131491364 FS2-300E-08-08-E-00 CGD610251 130500446 130500454 5/14/2016 170.00
131491365 FS2-300E-08-08-E-00 CGD610251 130500446 130500452 5/14/2016 170.00
131491366 FS2-300E-08-08-E-00 CGD610251 130500450 130500452 5/14/2016 170.00
131491367 FS2-300E-08-08-E-00 CGD610251 130500450 130500452 5/14/2016 170.00
131491368 FS2-300E-08-08-E-00 CGD610251 130500450 130500452 5/14/2016 170.00
131491369 FS2-300E-08-08-E-00 CGD610251 130500450 130500452 5/14/2016 170.00
131491370 FS2-300E-08-08-E-00 CGD610251 130500450 130500452 5/14/2016 170.00
131491371 FS2-300E-08-08-E-00 CGD610251 130500450 130500452 5/14/2016 170.00
131491372 FS2-300E-08-08-E-00 CGD610251 130500450 130500452 5/14/2016 170.00
131491373 FS2-300E-08-08-E-00 CGD610251 130500450 130500452 5/14/2016 170.00
131491374 FS2-300E-08-08-E-00 CGD610251 130500450 130500441 5/14/2016 170.00
131491375 FS2-300E-08-08-E-00 CGD610251 130500447 130500441 5/14/2016 170.00
131491376 FS2-300E-08-08-E-00 CGD610251 130500447 130500441 5/14/2016 170.00
131491377 FS2-300E-08-08-E-00 CGD610251 130500447 130500441 5/14/2016 170.00
131491378 FS2-300E-08-08-E-00 CGD610251 130500447 130500441 5/14/2016 170.00
131491379 FS2-300E-08-08-E-00 CGD610251 130500447 130500441 5/14/2016 170.00
GSE 8.2.4-021 Rev 01 08/12
May/16/2016
SO-078407 FS2-300E-08-08-E-00
Page 1 of 3
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Winston Salem NC US
GeonetThickness
ASTMD5199 (mils)
TensileStrength
ASTMD7179 (ppi)
Density
ASTMD1505 (g/cc)
CarbonBlackContent
ASTMD4218 (%)
PlyAdhesionAverageASTM
D7005 (ppi)Side A
PlyAdhesionAverageASTM
D7005 (ppi)Side B
Ply AdhesionMinimumASTM
D7005 (ppi)Side A
Ply AdhesionMinimumASTM
D7005 (ppi)Side B
ROLL TEST DATA REPORT
National Lining Systems
131491307 319 110 0.954 2.7 2.7 3.8 1.9 3.5
131491308 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491309 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491310 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491311 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491312 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491313 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491314 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491315 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491316 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491317 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491318 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491319 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491320 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491321 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491322 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491323 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491324 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491325 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491326 318 121 0.967 2.6 2.1 2.6 1.5 1.9
131491327 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491328 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491329 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491330 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491331 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491332 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491333 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491334 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491335 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491336 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491337 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491338 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491339 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491340 329 126 0.967 2.7 4.0 3.6 2.1 2.7
May/16/2016
SO-078407 FS2-300E-08-08-E-00
Page 2 of 3
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Winston Salem NC US
GeonetThickness
ASTMD5199 (mils)
TensileStrength
ASTMD7179 (ppi)
Density
ASTMD1505 (g/cc)
CarbonBlackContent
ASTMD4218 (%)
PlyAdhesionAverageASTM
D7005 (ppi)Side A
PlyAdhesionAverageASTM
D7005 (ppi)Side B
Ply AdhesionMinimumASTM
D7005 (ppi)Side A
Ply AdhesionMinimumASTM
D7005 (ppi)Side B
ROLL TEST DATA REPORT
National Lining Systems
131491341 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491342 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491343 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491344 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491345 329 126 0.967 2.7 4.0 3.6 2.1 2.7
131491346 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491347 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491348 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491349 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491350 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491351 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491352 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491353 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491354 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491355 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491356 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491357 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491358 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491359 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491360 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491361 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491362 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491363 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491364 316 113 0.967 2.7 2.6 3.9 1.3 3.0
131491365 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491366 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491367 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491368 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491369 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491370 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491371 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491372 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491373 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491374 339 130 0.962 2.7 3.5 2.6 2.0 1.9
May/16/2016
SO-078407 FS2-300E-08-08-E-00
Page 3 of 3
Sales Order No.BOL NumberCustomer Name Project Location Product Name
Report Date:
Roll Number
GSE Environmental, LLC
Winston Salem NC US
GeonetThickness
ASTMD5199 (mils)
TensileStrength
ASTMD7179 (ppi)
Density
ASTMD1505 (g/cc)
CarbonBlackContent
ASTMD4218 (%)
PlyAdhesionAverageASTM
D7005 (ppi)Side A
PlyAdhesionAverageASTM
D7005 (ppi)Side B
Ply AdhesionMinimumASTM
D7005 (ppi)Side A
Ply AdhesionMinimumASTM
D7005 (ppi)Side B
ROLL TEST DATA REPORT
National Lining Systems
131491375 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491376 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491377 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491378 339 130 0.962 2.7 3.5 2.6 2.0 1.9
131491379 339 130 0.962 2.7 3.5 2.6 2.0 1.9
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
GSE
SO-078407 National Lining Systems FBR-080E-EBC-E-00
Mass perUnit AreaASTM
D5261(oz/yd²)
ASTMD4491Water Flow
Rate(gpm/ft²)
ASTMD4491
Permittivity(sec-1)
ASTM
D4751 AOS(mm)
ASTMD4632 Grab
Strength(lbs) MD
ASTMD4632 Grab
Strength(lbs) TD
ASTMD4632 Grab
Elongation(%) MD
ASTMD4632 Grab
Elongation(%) TD
ASTMD4533Trapezoidal
Tear (lbs)MD
ASTMD4533Trapezoidal
Tear (lbs)TD
PunctureResistance
ASTMD4833 (lbs)
Page 1 of 1
Sales Order No.BOL NumberCustomer Name Project Location Product Name
:
Roll Number
Winston Salem , NC US
ROLL TEST DATA REPORTGSE Environmental, LLC
May/16/2016Report Date
130500441 8.9 147 1.96 0.150 267 268 98 119 204 260 169
130500444 8.9 147 1.96 0.150 263 266 101 126 201 248 166
130500446 8.9 147 1.96 0.150 263 266 101 126 201 248 166
130500447 8.9 147 1.96 0.150 261 279 110 123 199 239 165
130500449 8.9 147 1.96 0.150 261 279 110 123 199 239 165
130500450 8.9 147 1.96 0.150 261 279 110 123 199 239 165
130500451 8.5 147 1.96 0.150 259 319 84 116 173 270 147
130500452 8.5 147 1.96 0.150 259 319 84 116 173 270 147
130500453 8.5 147 1.96 0.150 259 319 84 116 173 270 147
130500454 8.5 147 1.96 0.150 259 319 84 116 173 270 147
130500455 8.5 147 1.96 0.150 261 297 101 119 181 273 154
130500456 8.5 147 1.96 0.150 261 297 101 119 181 273 154
130500457 8.5 147 1.96 0.150 261 297 101 119 181 273 154
130500458 8.5 147 1.96 0.150 261 297 101 119 181 273 154
130500459 8.9 147 1.96 0.150 273 283 98 127 191 116 182
130500460 8.9 147 1.96 0.150 273 283 98 127 191 116 182
130500510 8.9 159 2.12 0.150 266 314 84 120 187 315 164
130500511 8.9 159 2.12 0.150 266 314 84 120 187 315 164
19103 Gundle Road - Houston, Texas 77073This test report shall not be reproduced, except in full, without written approval of the laboratory.GSE-8.2.4-029 Rev01 - - 02/10
Laboratory Manager
CoA Date:04/08/2016
CPCbem
Certificate of Analysis
Shipped To:GSE ENVIRONMENTAL,LLC Delivery #:89239697
1245 EASTLAND AVE PC #:03-505911
KINGSTREE SC 29556 Weight:209050 LB
USA Ship Date:04/08/2016
Package:BULK
Recipient:HARRELSON Mode:Hopper Car
Fax:Car#:HCBXOO1229
Seal No:29380
Product:
Marlex HRM 5502BN High Density Polyethylene Bulk
Lot Number:CGD610251
Property Test Method Value Unit
Melt Index ASTM D1238 0.36 g/lOmi
Density Dl 505 or D4883 0.9543 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 Customer Service Representative at ÷1-832-813-4806
Pagelof 1
Report Date
5/16/2016
Quality Assurance Laboratory Test Results
Job Name:
Sales Order:
Required Testing:ASTM D 1238, 190 / 2.16 -- Standard Test Method for Melt Flow Rates of
Thermoplastics by Extrusion Plastometer
Specification:
Product Code Roll Number Result
FS2-300E-08-08-E-00 131491307 0.39
Approved by: Crystal Gore
Date: 5/16/2016
NLS Hanes Mill Rd Landfill NC
≤ 1.0 g/10 minutes
78407
Lot Number
CGD610251
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
Order
Customer
Project Name
Roll#Resin Lot Product Code Mfg Date Length Sent
131491307 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491308 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491309 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491310 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491311 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491312 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491313 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491314 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491315 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491316 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491317 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491318 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491319 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491320 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491321 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491322 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491323 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491324 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491325 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491326 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491327 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491328 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491329 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491330 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491331 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491332 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491333 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491334 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491335 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491336 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491337 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491338 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491339 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491340 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491341 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491342 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491343 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491344 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491345 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491346 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491347 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491348 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491349 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491350 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491351 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491352 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491353 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491354 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
GSE Roll Allocation
SO-078407
National Lining Systems
NLS - Hanes Mill Rd Landfill NC
GEOTECHNICS
ONE SAMPLE
GSE 8.2.4-020 Rev 01 02/10
Monday, May 16, 2016
Order
Customer
Project Name
Roll#Resin Lot Product Code Mfg Date Length Sent
SO-078407
National Lining Systems
NLS - Hanes Mill Rd Landfill NC
GEOTECHNICS
ONE SAMPLE
131491355 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491356 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491357 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491358 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491359 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491360 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491361 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491362 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491363 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491364 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491365 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491366 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491367 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491368 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491369 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491370 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491371 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491372 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491373 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491374 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491375 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491376 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491377 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491378 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
131491379 CGD610251 FS2-300E-08-08-E-00 5/14/2016 170
GSE 8.2.4-020 Rev 01 02/10
Monday, May 16, 2016

This page intentionally left blank.
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix D - Geosynthetic Manufacturers’ Quality Control Data

D4 Geotextile QC Certificates

This page intentionally left blank.
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the
expressed written consent of TenCate. TenCate warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's
customers and that our products meet our published specifications. Actual test data supplied is for the full width of the tested master roll.
Tel [phone] www.tencate.com
Page:
Copyright © 2013 Nicolon Corporation. All Rights Reserved.
Accreditation #: GAI-LAP-25-97
TenCate Geosynthetics Americas
This
Jennifer Clark, Quality Manager
This is to certify that Mirafi® S800 is a needlepunched nonwoven geotextile composed of
polypropylene fibers, which are formed into a stable network such that the fibers retain their
relative position. Mirafi® S800 geotextile is inert to biological degradation and resists
naturally encountered chemicals, alkalis, and acids.
Mechanical Properties Test Code Test Method Minimum Average Roll Value
--------------------- --------- ----------- --------------------------
GRAB TENSILE STRENGTH (MD) GRABMD ASTM D4632 230 LBS 1023 N
GRAB TENSILE STRENGTH (CD) GRABCD ASTM D4632 230 LBS 1023 N
ELONGATION (MD) ELMD ASTM D4632 50 %
ELONGATION (CD) ELCD ASTM D4632 50 %
TEAR STRENGTH (MD) TTMD ASTM D4533 95 LBS 423 N
TEAR STRENGTH (CD) TTCD ASTM D4533 95 LBS 423 N
CBR PUNCTURE CBR ASTM D6241 600 LBS 2669 N
MASS/UNIT WEIGHT WEIGHT ASTM D5261 8.0 OZ/YD2 271.2 G/M2
THICKNESS THICK ASTM D5199 90 MILS 2 MM
Mechanical Properties Test Code Test Method Minimum Roll Value
--------------------- --------- ----------- ------------------
PERMITTIVITY PTVY ASTM D4491 1.4 SEC-1
PERMEABILITY PBTY ASTM D4491 .38 CM/SEC
WATER FLOW RATE FLOW ASTM D4491 110 GPM/FT2 4481 L/MIN/M2
Mechanical Properties Test Code Test Method Minimum Test Value
--------------------- --------- ----------- ------------------
UV RESISTANCE @ 500 HOURS (MOD UV ASTM D4355 80 %
Mechanical Properties Test Code Test Method Maximum Opening Size
--------------------- --------- ----------- --------------------
APPARENT OPENING SIZE - SIEVE AOS ASTM D4751 100 #
APPARENT OPENING SIZE - MM AOS2 ASTM D4751 .150 MM
Certification reflects test results at time of manufacturing and shipment. TenCate Geosynthetics
is not responsible for environment or other factors which could alter the physical properties.
ASTM D4751, AOS is a Maximum Opening Diameter Value
ASTM D4491 - Tested according to Constant Head procedure.
* * * END OF REPORT * * *
NATIONAL LINING SYSTEMS, INC. BOL#: 2168492
MIRAFI S800 Certification
365 South Holland Dr.
Pendergrass, GA 30567
Tel [phone] Fax [phone]
1
CERT#: 2168492-001
Order#: 1093152-001
PO#: 5430/HANES MILL LF
May 24, 2016
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the
expressed written consent of TenCate. TenCate warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's
customers and that our products meet our published specifications. Actual test data supplied is for the full width of the tested master roll.
Tel [phone] www.tencate.com
Page:
Copyright © 2013 Nicolon Corporation. All Rights Reserved.
Accreditation #: GAI-LAP-25-97
TenCate Geosynthetics Americas
This
Jennifer Clark, Quality Manager
This is to certify that Mirafi® S800 is a needlepunched nonwoven geotextile composed of
polypropylene fibers, which are formed into a stable network such that the fibers retain their
relative position. Mirafi® S800 geotextile is inert to biological degradation and resists
naturally encountered chemicals, alkalis, and acids.
Mechanical Properties Test Code Test Method Minimum Average Roll Value
--------------------- --------- ----------- --------------------------
GRAB TENSILE STRENGTH (MD) GRABMD ASTM D4632 230 LBS 1023 N
GRAB TENSILE STRENGTH (CD) GRABCD ASTM D4632 230 LBS 1023 N
ELONGATION (MD) ELMD ASTM D4632 50 %
ELONGATION (CD) ELCD ASTM D4632 50 %
TEAR STRENGTH (MD) TTMD ASTM D4533 95 LBS 423 N
TEAR STRENGTH (CD) TTCD ASTM D4533 95 LBS 423 N
CBR PUNCTURE CBR ASTM D6241 600 LBS 2669 N
MASS/UNIT WEIGHT WEIGHT ASTM D5261 8.0 OZ/YD2 271.2 G/M2
THICKNESS THICK ASTM D5199 90 MILS 2 MM
Mechanical Properties Test Code Test Method Minimum Roll Value
--------------------- --------- ----------- ------------------
PERMITTIVITY PTVY ASTM D4491 1.4 SEC-1
PERMEABILITY PBTY ASTM D4491 .38 CM/SEC
WATER FLOW RATE FLOW ASTM D4491 110 GPM/FT2 4481 L/MIN/M2
Mechanical Properties Test Code Test Method Minimum Test Value
--------------------- --------- ----------- ------------------
UV RESISTANCE @ 500 HOURS (MOD UV ASTM D4355 80 %
Mechanical Properties Test Code Test Method Maximum Opening Size
--------------------- --------- ----------- --------------------
APPARENT OPENING SIZE - SIEVE AOS ASTM D4751 100 #
APPARENT OPENING SIZE - MM AOS2 ASTM D4751 .150 MM
Certification reflects test results at time of manufacturing and shipment. TenCate Geosynthetics
is not responsible for environment or other factors which could alter the physical properties.
ASTM D4751, AOS is a Maximum Opening Diameter Value
ASTM D4491 - Tested according to Constant Head procedure.
* * * END OF REPORT * * *
NATIONAL LINING SYSTEMS, INC. BOL#: 2168493
MIRAFI S800 Certification
365 South Holland Dr.
Pendergrass, GA 30567
Tel [phone] Fax [phone]
1
CERT#: 2168493-001
Order#: 1093152-004
PO#: 5430/HANES MILL LF
May 24, 2016
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the
expressed written consent of TenCate. TenCate warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's
customers and that our products meet our published specifications. Actual test data supplied is for the full width of the tested master roll.
Tel [phone] www.tencate.com
Page:
Copyright © 2013 Nicolon Corporation. All Rights Reserved.
Accreditation #: GAI-LAP-25-97
TenCate Geosynthetics Americas
This
Jennifer Clark, Quality Manager
This is to certify that Mirafi® S1200 is a needlepunched nonwoven geotextile composed of
polypropylene fibers, which are formed into a stable network such that the fibers retain their
relative position. Mirafi® S1200 geotextile is inert to biological degradation and resists
naturally encountered chemicals, alkalis, and acids.
Mechanical Properties Test Code Test Method Minimum Average Roll Value
--------------------- --------- ----------- --------------------------
GRAB TENSILE STRENGTH (MD) GRABMD ASTM D4632 320 LBS 1423 N
GRAB TENSILE STRENGTH (CD) GRABCD ASTM D4632 320 LBS 1423 N
ELONGATION (MD) ELMD ASTM D4632 50 %
ELONGATION (CD) ELCD ASTM D4632 50 %
TEAR STRENGTH (MD) TTMD ASTM D4533 125 LBS 556 N
TEAR STRENGTH (CD) TTCD ASTM D4533 125 LBS 556 N
CBR PUNCTURE CBR ASTM D6241 900 LBS 4003 N
MASS/UNIT WEIGHT WEIGHT ASTM D5261 12.0 OZ/YD2 406.8 G/M2
THICKNESS THICK ASTM D5199 130 MILS 3 MM
Mechanical Properties Test Code Test Method Minimum Roll Value
--------------------- --------- ----------- ------------------
PERMITTIVITY PTVY ASTM D4491 .9 SEC-1
PERMEABILITY PBTY ASTM D4491 .30 CM/SEC
WATER FLOW RATE FLOW ASTM D4491 65 GPM/FT2 2648 L/MIN/M2
Mechanical Properties Test Code Test Method Minimum Test Value
--------------------- --------- ----------- ------------------
UV RESISTANCE @ 500 HOURS UV ASTM D4355 80 %
Mechanical Properties Test Code Test Method Maximum Opening Size
--------------------- --------- ----------- --------------------
APPARENT OPENING SIZE - SIEVE AOS ASTM D4751 100 #
APPARENT OPENING SIZE - MM AOS2 ASTM D4751 .150 MM
Certification reflects test results at time of manufacturing and shipment. TenCate Geosynthetics
is not responsible for environment or other factors which could alter the physical properties.
ASTM D4751, AOS is a Maximum Opening Diameter Value
ASTM D4491 - Tested according to Constant Head procedure.
* * * END OF REPORT * * *
NATIONAL LINING SYSTEMS, INC. BOL#: 2168493
MIRAFI S1200 Certification
365 South Holland Dr.
Pendergrass, GA 30567
Tel [phone] Fax [phone]
1
CERT#: 2168493-002
Order#: 1093152-004
PO#: 5430/HANES MILL LF
May 24, 2016
TENCATE GEOSYNTHETICS
NORTH AMERICA
GEOSYNTHETICS PROPERTIES FOR PRODUCT -
Geotextile Properties
PAGE
Final "put-up" rolls taken from a single master roll and having identical properties and test data. Results may only be available for tested rolls.
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the expressed written consent of TenCate. TenCate
warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's customers and that our products meet our published specifications.
MIRAFI S800
Order#: 1093152-001 BOL#: 2168492 PO#: 5430/HANES MILL LF
1
AOS CBR ELONG ELONG WATER GRAB GRAB PERME PERMIT THICK TRAP TRAP WEIGHT
U.S. PUNC ATION ATION FLOW TENSILE TENSILE ABILITY TIVITY NESS TEAR TEAR ASTM
SIEVE TURE (CD) (MD) RATE (CD) (MD)(CD) (MD) D5261
ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM
D4751 D6241 D4632 D4632 D4491 D4632 D4632 D4491 D4491 D5199 D4533 D4533
# LBS % % GPM/FT2 LBS LBS CM/SEC SEC-1 MILS LBS LBS OZ/YD2
J10171335 100 697 65 62 131 240 240 0.64 1.8 118 120 105 8.0
J10171353 100 726 64 62 131 274 249 0.64 1.8 118 116 98 8.1
J10171361 100 726 64 62 131 274 249 0.64 1.8 118 116 98 8.1
J10171365 100 726 64 62 131 274 249 0.64 1.8 118 116 98 8.1
J10171374 100 756 69 69 119 297 272 0.49 1.6 118 129 110 8.8
J10171431 100 738 68 68 116 262 264 0.48 1.6 120 110 101 9.8
J10171436 100 738 68 68 116 262 264 0.48 1.6 120 110 101 9.8
J10171462 100 864 65 62 116 308 271 0.48 1.6 131 130 113 9.6
J10171463 100 864 65 62 116 308 271 0.48 1.6 131 130 113 9.6
J10171485 100 674 63 62 116 236 230 0.48 1.6 123 127 102 8.2
J10176193 100 763 73 70 118 266 237 0.77 1.6 125 111 100 8.2
J10176272 100 786 68 68 111 299 244 0.52 1.5 128 117 98 8.7
J10176274 100 786 68 68 111 299 244 0.52 1.5 128 117 98 8.7
J10176281 100 726 72 68 124 254 239 0.52 1.7 122 110 97 9.0
J10176290 100 726 72 68 124 254 239 0.52 1.7 122 110 97 9.0
J10176306 100 791 72 68 124 282 252 0.52 1.7 133 123 98 9.1
J10176313 100 791 72 68 124 282 252 0.52 1.7 133 123 98 9.1
J10176317 100 791 72 68 124 282 252 0.52 1.7 133 123 98 9.1
J10176319 100 891 73 72 124 303 255 0.52 1.7 140 124 95 9.5
J10176322 100 891 73 72 124 303 255 0.52 1.7 140 124 95 9.5
J10176327 100 891 73 72 124 303 255 0.52 1.7 140 124 95 9.5
J10176331 100 891 73 72 124 303 255 0.52 1.7 140 124 95 9.5
J10176334 100 891 73 72 124 303 255 0.52 1.7 140 124 95 9.5
J10176336 100 891 73 72 124 303 255 0.52 1.7 140 124 95 9.5
J10176337 100 891 73 72 124 303 255 0.52 1.7 140 124 95 9.5
J10176339 100 848 71 71 125 305 269 0.59 1.7 136 127 107 9.5
TENCATE GEOSYNTHETICS
NORTH AMERICA
GEOSYNTHETICS PROPERTIES FOR PRODUCT -
Geotextile Properties
PAGE
Final "put-up" rolls taken from a single master roll and having identical properties and test data. Results may only be available for tested rolls.
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the expressed written consent of TenCate. TenCate
warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's customers and that our products meet our published specifications.
MIRAFI S800
Order#: 1093152-001 BOL#: 2168492 PO#: 5430/HANES MILL LF
2
AOS CBR ELONG ELONG WATER GRAB GRAB PERME PERMIT THICK TRAP TRAP WEIGHT
U.S. PUNC ATION ATION FLOW TENSILE TENSILE ABILITY TIVITY NESS TEAR TEAR ASTM
SIEVE TURE (CD) (MD) RATE (CD) (MD)(CD) (MD) D5261
ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM
D4751 D6241 D4632 D4632 D4491 D4632 D4632 D4491 D4491 D5199 D4533 D4533
# LBS % % GPM/FT2 LBS LBS CM/SEC SEC-1 MILS LBS LBS OZ/YD2
J10176341 100 848 71 71 125 305 269 0.59 1.7 136 127 107 9.5
J10176342 100 848 71 71 125 305 269 0.59 1.7 136 127 107 9.5
J10176343 100 848 71 71 125 305 269 0.59 1.7 136 127 107 9.5
J10176344 100 848 71 71 125 305 269 0.59 1.7 136 127 107 9.5
J10176346 100 848 71 71 125 305 269 0.59 1.7 136 127 107 9.5
J10176348 100 848 71 71 125 305 269 0.59 1.7 136 127 107 9.5
J10176349 100 848 71 71 125 305 269 0.59 1.7 136 127 107 9.5
J10176350 100 848 71 71 125 305 269 0.59 1.7 136 127 107 9.5
J10176354 100 848 71 71 125 305 269 0.59 1.7 136 127 107 9.5
J10176360 100 872 74 66 125 257 245 0.59 1.7 132 142 112 8.6
J10176362 100 872 74 66 125 257 245 0.59 1.7 132 142 112 8.6
J10176363 100 872 74 66 125 257 245 0.59 1.7 132 142 112 8.6
J10176364 100 872 74 66 125 257 245 0.59 1.7 132 142 112 8.6
J10176368 100 872 74 66 125 257 245 0.59 1.7 132 142 112 8.6
J10176369 100 872 74 66 125 257 245 0.59 1.7 132 142 112 8.6
J10176371 100 872 74 66 125 257 245 0.59 1.7 132 142 112 8.6
J10176403 100 794 69 69 118 261 245 0.45 1.6 129 131 99 8.3
J10176404 100 794 69 69 118 261 245 0.45 1.6 129 131 99 8.3
J10176405 100 794 69 69 118 261 245 0.45 1.6 129 131 99 8.3
J10176407 100 794 69 69 118 261 245 0.45 1.6 129 131 99 8.3
J10176413 100 794 69 69 118 261 245 0.45 1.6 129 131 99 8.3
J10176414 100 794 69 69 118 261 245 0.45 1.6 129 131 99 8.3
J10176420 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176421 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176423 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176426 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
TENCATE GEOSYNTHETICS
NORTH AMERICA
GEOSYNTHETICS PROPERTIES FOR PRODUCT -
Geotextile Properties
PAGE
Final "put-up" rolls taken from a single master roll and having identical properties and test data. Results may only be available for tested rolls.
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the expressed written consent of TenCate. TenCate
warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's customers and that our products meet our published specifications.
MIRAFI S800
Order#: 1093152-001 BOL#: 2168492 PO#: 5430/HANES MILL LF
3
AOS CBR ELONG ELONG WATER GRAB GRAB PERME PERMIT THICK TRAP TRAP WEIGHT
U.S. PUNC ATION ATION FLOW TENSILE TENSILE ABILITY TIVITY NESS TEAR TEAR ASTM
SIEVE TURE (CD) (MD) RATE (CD) (MD)(CD) (MD) D5261
ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM
D4751 D6241 D4632 D4632 D4491 D4632 D4632 D4491 D4491 D5199 D4533 D4533
# LBS % % GPM/FT2 LBS LBS CM/SEC SEC-1 MILS LBS LBS OZ/YD2
J10176428 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176430 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176431 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176433 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176435 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176436 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176438 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176440 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176441 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176442 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176445 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176452 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176455 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176456 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176457 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176458 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176464 100 863 70 68 129 269 248 0.56 1.7 129 123 107 8.9
TENCATE GEOSYNTHETICS
NORTH AMERICA
GEOSYNTHETICS PROPERTIES FOR PRODUCT -
Geotextile Properties
PAGE
Final "put-up" rolls taken from a single master roll and having identical properties and test data. Results may only be available for tested rolls.
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the expressed written consent of TenCate. TenCate
warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's customers and that our products meet our published specifications.
MIRAFI S1200
Order#: 1093152-004 BOL#: 2168493 PO#: 5430/HANES MILL LF
1
AOS CBR ELONG ELONG WATER GRAB GRAB PERME PERMIT THICK TRAP TRAP WEIGHT
U.S. PUNC ATION ATION FLOW TENSILE TENSILE ABILITY TIVITY NESS TEAR TEAR ASTM
SIEVE TURE (CD) (MD) RATE (CD) (MD)(CD) (MD) D5261
ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM
D4751 D6241 D4632 D4632 D4491 D4632 D4632 D4491 D4491 D5199 D4533 D4533
# LBS % % GPM/FT2 LBS LBS CM/SEC SEC-1 MILS LBS LBS OZ/YD2
J10092008 140 1246 77 70 70 436 368 0.40 0.9 159 178 132 12.6
J10098632 100 1177 80 69 67 410 434 0.32 0.9 141 175 155 13.7
J10130609 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130631 100 1191 79 73 93 377 346 0.57 1.2 181 173 140 12.7
J10130695 100 953 68 68 88 371 334 0.47 1.2 153 136 130 12.7
J10130709 100 1150 68 71 88 359 321 0.47 1.2 184 180 130 12.5
TENCATE GEOSYNTHETICS
NORTH AMERICA
GEOSYNTHETICS PROPERTIES FOR PRODUCT -
Geotextile Properties
PAGE
Final "put-up" rolls taken from a single master roll and having identical properties and test data. Results may only be available for tested rolls.
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the expressed written consent of TenCate. TenCate
warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's customers and that our products meet our published specifications.
MIRAFI S800
Order#: 1093152-004 BOL#: 2168493 PO#: 5430/HANES MILL LF
1
AOS CBR ELONG ELONG WATER GRAB GRAB PERME PERMIT THICK TRAP TRAP WEIGHT
U.S. PUNC ATION ATION FLOW TENSILE TENSILE ABILITY TIVITY NESS TEAR TEAR ASTM
SIEVE TURE (CD) (MD) RATE (CD) (MD)(CD) (MD) D5261
ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM
D4751 D6241 D4632 D4632 D4491 D4632 D4632 D4491 D4491 D5199 D4533 D4533
# LBS % % GPM/FT2 LBS LBS CM/SEC SEC-1 MILS LBS LBS OZ/YD2
J10176292 100 726 72 68 124 254 239 0.52 1.7 122 110 97 9.0
J10176309 100 791 72 68 124 282 252 0.52 1.7 133 123 98 9.1
J10176316 100 791 72 68 124 282 252 0.52 1.7 133 123 98 9.1
J10176330 100 891 73 72 124 303 255 0.52 1.7 140 124 95 9.5
J10176333 100 891 73 72 124 303 255 0.52 1.7 140 124 95 9.5
J10176338 100 891 73 72 124 303 255 0.52 1.7 140 124 95 9.5
J10176399 100 794 69 69 118 261 245 0.45 1.6 129 131 99 8.3
J10176408 100 794 69 69 118 261 245 0.45 1.6 129 131 99 8.3
J10176410 100 794 69 69 118 261 245 0.45 1.6 129 131 99 8.3
J10176418 100 794 69 69 118 261 245 0.45 1.6 129 131 99 8.3
J10176419 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176422 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176424 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176427 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176429 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176432 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176434 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176437 100 809 74 65 118 271 238 0.45 1.6 125 118 101 8.3
J10176439 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176443 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176444 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176446 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176447 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176448 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176450 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176451 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
TENCATE GEOSYNTHETICS
NORTH AMERICA
GEOSYNTHETICS PROPERTIES FOR PRODUCT -
Geotextile Properties
PAGE
Final "put-up" rolls taken from a single master roll and having identical properties and test data. Results may only be available for tested rolls.
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the expressed written consent of TenCate. TenCate
warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's customers and that our products meet our published specifications.
MIRAFI S800
Order#: 1093152-004 BOL#: 2168493 PO#: 5430/HANES MILL LF
2
AOS CBR ELONG ELONG WATER GRAB GRAB PERME PERMIT THICK TRAP TRAP WEIGHT
U.S. PUNC ATION ATION FLOW TENSILE TENSILE ABILITY TIVITY NESS TEAR TEAR ASTM
SIEVE TURE (CD) (MD) RATE (CD) (MD)(CD) (MD) D5261
ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM
D4751 D6241 D4632 D4632 D4491 D4632 D4632 D4491 D4491 D5199 D4533 D4533
# LBS % % GPM/FT2 LBS LBS CM/SEC SEC-1 MILS LBS LBS OZ/YD2
J10176454 100 903 71 69 118 300 259 0.45 1.6 132 126 102 9.5
J10176459 100 863 70 68 129 269 248 0.56 1.7 129 123 107 8.9
J10176460 100 863 70 68 129 269 248 0.56 1.7 129 123 107 8.9
J10176461 100 863 70 68 129 269 248 0.56 1.7 129 123 107 8.9
J10176462 100 863 70 68 129 269 248 0.56 1.7 129 123 107 8.9
J10176463 100 863 70 68 129 269 248 0.56 1.7 129 123 107 8.9
J10176465 100 863 70 68 129 269 248 0.56 1.7 129 123 107 8.9
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the
expressed written consent of TenCate. TenCate warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's
customers and that our products meet our published specifications. Actual test data supplied is for the full width of the tested master roll.
Tel [phone] www.tencate.com
Page:
Copyright © 2013 Nicolon Corporation. All Rights Reserved.
Accreditation #: GAI-LAP-25-97
TenCate Geosynthetics Americas
This
Jennifer Clark, Quality Manager
This is to certify that Mirafi® S1200 is a needlepunched nonwoven geotextile composed of
polypropylene fibers, which are formed into a stable network such that the fibers retain their
relative position. Mirafi® S1200 geotextile is inert to biological degradation and resists
naturally encountered chemicals, alkalis, and acids.
Mechanical Properties Test Code Test Method Minimum Average Roll Value
--------------------- --------- ----------- --------------------------
GRAB TENSILE STRENGTH (MD) GRABMD ASTM D4632 320 LBS 1423 N
GRAB TENSILE STRENGTH (CD) GRABCD ASTM D4632 320 LBS 1423 N
ELONGATION (MD) ELMD ASTM D4632 50 %
ELONGATION (CD) ELCD ASTM D4632 50 %
TEAR STRENGTH (MD) TTMD ASTM D4533 125 LBS 556 N
TEAR STRENGTH (CD) TTCD ASTM D4533 125 LBS 556 N
CBR PUNCTURE CBR ASTM D6241 900 LBS 4003 N
MASS/UNIT WEIGHT WEIGHT ASTM D5261 12.0 OZ/YD2 406.8 G/M2
THICKNESS THICK ASTM D5199 130 MILS 3 MM
Mechanical Properties Test Code Test Method Minimum Roll Value
--------------------- --------- ----------- ------------------
PERMITTIVITY PTVY ASTM D4491 .9 SEC-1
PERMEABILITY PBTY ASTM D4491 .30 CM/SEC
WATER FLOW RATE FLOW ASTM D4491 65 GPM/FT2 2648 L/MIN/M2
Mechanical Properties Test Code Test Method Minimum Test Value
--------------------- --------- ----------- ------------------
UV RESISTANCE @ 500 HOURS UV ASTM D4355 80 %
Mechanical Properties Test Code Test Method Maximum Opening Size
--------------------- --------- ----------- --------------------
APPARENT OPENING SIZE - SIEVE AOS ASTM D4751 100 #
APPARENT OPENING SIZE - MM AOS2 ASTM D4751 .150 MM
Certification reflects test results at time of manufacturing and shipment. TenCate Geosynthetics
is not responsible for environment or other factors which could alter the physical properties.
ASTM D4751, AOS is a Maximum Opening Diameter Value
ASTM D4491 - Tested according to Constant Head procedure.
* * * END OF REPORT * * *
NATIONAL LINING SYSTEMS, INC. BOL#: 2168397
MIRAFI S1200 Certification
365 South Holland Dr.
Pendergrass, GA 30567
Tel [phone] Fax [phone]
1
CERT#: 2168397-001
Order#: 1093152-002
PO#: 5430/HANES MILL LF
May 24, 2016
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the
expressed written consent of TenCate. TenCate warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's
customers and that our products meet our published specifications. Actual test data supplied is for the full width of the tested master roll.
Tel [phone] www.tencate.com
Page:
Copyright © 2013 Nicolon Corporation. All Rights Reserved.
Accreditation #: GAI-LAP-25-97
TenCate Geosynthetics Americas
This
Jennifer Clark, Quality Manager
This is to certify that Mirafi® S1200 is a needlepunched nonwoven geotextile composed of
polypropylene fibers, which are formed into a stable network such that the fibers retain their
relative position. Mirafi® S1200 geotextile is inert to biological degradation and resists
naturally encountered chemicals, alkalis, and acids.
Mechanical Properties Test Code Test Method Minimum Average Roll Value
--------------------- --------- ----------- --------------------------
GRAB TENSILE STRENGTH (MD) GRABMD ASTM D4632 320 LBS 1423 N
GRAB TENSILE STRENGTH (CD) GRABCD ASTM D4632 320 LBS 1423 N
ELONGATION (MD) ELMD ASTM D4632 50 %
ELONGATION (CD) ELCD ASTM D4632 50 %
TEAR STRENGTH (MD) TTMD ASTM D4533 125 LBS 556 N
TEAR STRENGTH (CD) TTCD ASTM D4533 125 LBS 556 N
CBR PUNCTURE CBR ASTM D6241 900 LBS 4003 N
MASS/UNIT WEIGHT WEIGHT ASTM D5261 12.0 OZ/YD2 406.8 G/M2
THICKNESS THICK ASTM D5199 130 MILS 3 MM
Mechanical Properties Test Code Test Method Minimum Roll Value
--------------------- --------- ----------- ------------------
PERMITTIVITY PTVY ASTM D4491 .9 SEC-1
PERMEABILITY PBTY ASTM D4491 .30 CM/SEC
WATER FLOW RATE FLOW ASTM D4491 65 GPM/FT2 2648 L/MIN/M2
Mechanical Properties Test Code Test Method Minimum Test Value
--------------------- --------- ----------- ------------------
UV RESISTANCE @ 500 HOURS UV ASTM D4355 80 %
Mechanical Properties Test Code Test Method Maximum Opening Size
--------------------- --------- ----------- --------------------
APPARENT OPENING SIZE - SIEVE AOS ASTM D4751 100 #
APPARENT OPENING SIZE - MM AOS2 ASTM D4751 .150 MM
Certification reflects test results at time of manufacturing and shipment. TenCate Geosynthetics
is not responsible for environment or other factors which could alter the physical properties.
ASTM D4751, AOS is a Maximum Opening Diameter Value
ASTM D4491 - Tested according to Constant Head procedure.
* * * END OF REPORT * * *
NATIONAL LINING SYSTEMS, INC. BOL#: 2168398
MIRAFI S1200 Certification
365 South Holland Dr.
Pendergrass, GA 30567
Tel [phone] Fax [phone]
1
CERT#: 2168398-001
Order#: 1093152-003
PO#: 5430/HANES MILL LF
May 24, 2016
TENCATE GEOSYNTHETICS
NORTH AMERICA
GEOSYNTHETICS PROPERTIES FOR PRODUCT -
Geotextile Properties
PAGE
Final "put-up" rolls taken from a single master roll and having identical properties and test data. Results may only be available for tested rolls.
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the expressed written consent of TenCate. TenCate
warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's customers and that our products meet our published specifications.
MIRAFI S1200
Order#: 1093152-002 BOL#: 2168397 PO#: 5430/HANES MILL LF
1
AOS CBR ELONG ELONG WATER GRAB GRAB PERME PERMIT THICK TRAP TRAP WEIGHT
U.S. PUNC ATION ATION FLOW TENSILE TENSILE ABILITY TIVITY NESS TEAR TEAR ASTM
SIEVE TURE (CD) (MD) RATE (CD) (MD)(CD) (MD) D5261
ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM
D4751 D6241 D4632 D4632 D4491 D4632 D4632 D4491 D4491 D5199 D4533 D4533
# LBS % % GPM/FT2 LBS LBS CM/SEC SEC-1 MILS LBS LBS OZ/YD2
J10091960 140 1246 70 78 70 477 401 0.40 0.9 170 224 150 14.1
J10091980 140 1246 78 72 70 437 376 0.40 0.9 166 191 157 13.2
J10091982 140 1246 78 72 70 437 376 0.40 0.9 166 191 157 13.2
J10091983 140 1246 78 72 70 437 376 0.40 0.9 166 191 157 13.2
J10091995 140 1246 78 72 70 437 376 0.40 0.9 166 191 157 13.2
J10092012 140 1246 77 70 70 436 368 0.40 0.9 159 178 132 12.6
J10092044 140 1246 94 83 75 437 424 0.43 1.0 169 184 167 12.7
J10092058 140 1246 94 83 75 437 424 0.43 1.0 169 184 167 12.7
J10098643 100 1177 80 69 67 410 434 0.32 0.9 141 175 155 13.7
J10098708 100 1177 77 72 68 456 390 0.34 0.9 158 187 142 13.0
J10117038 100 1235 71 66 89 416 367 0.49 1.2 162 183 133 12.5
J10117046 100 1235 71 66 89 416 367 0.49 1.2 162 183 133 12.5
J10117081 100 1235 74 74 89 481 387 0.49 1.2 183 227 158 13.4
J10117107 100 1235 68 69 88 383 369 0.52 1.1 173 175 144 13.3
J10117110 100 1235 68 69 88 383 369 0.52 1.1 173 175 144 13.3
J10117125 100 1235 72 72 88 452 385 0.52 1.1 177 190 169 13.2
J10117158 100 1235 71 73 84 486 401 0.52 1.1 182 193 144 13.5
J10117161 100 1235 71 73 84 486 401 0.52 1.1 182 193 144 13.5
J10120423 100 1119 68 72 94 381 350 0.53 1.2 163 150 132 13.3
J10120429 100 1119 68 72 94 381 350 0.53 1.2 163 150 132 13.3
J10120431 100 1119 68 72 94 381 350 0.53 1.2 163 150 132 13.3
J10120437 100 1119 72 69 94 391 349 0.53 1.2 172 152 126 12.5
J10120454 100 1119 72 69 94 391 349 0.53 1.2 172 152 126 12.5
J10120460 100 1119 70 67 94 389 370 0.53 1.2 174 181 128 12.8
J10120461 100 1119 70 67 94 389 370 0.53 1.2 174 181 128 12.8
J10120463 100 1119 70 67 94 389 370 0.53 1.2 174 181 128 12.8
TENCATE GEOSYNTHETICS
NORTH AMERICA
GEOSYNTHETICS PROPERTIES FOR PRODUCT -
Geotextile Properties
PAGE
Final "put-up" rolls taken from a single master roll and having identical properties and test data. Results may only be available for tested rolls.
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the expressed written consent of TenCate. TenCate
warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's customers and that our products meet our published specifications.
MIRAFI S1200
Order#: 1093152-002 BOL#: 2168397 PO#: 5430/HANES MILL LF
2
AOS CBR ELONG ELONG WATER GRAB GRAB PERME PERMIT THICK TRAP TRAP WEIGHT
U.S. PUNC ATION ATION FLOW TENSILE TENSILE ABILITY TIVITY NESS TEAR TEAR ASTM
SIEVE TURE (CD) (MD) RATE (CD) (MD)(CD) (MD) D5261
ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM
D4751 D6241 D4632 D4632 D4491 D4632 D4632 D4491 D4491 D5199 D4533 D4533
# LBS % % GPM/FT2 LBS LBS CM/SEC SEC-1 MILS LBS LBS OZ/YD2
J10120464 100 1119 70 67 94 389 370 0.53 1.2 174 181 128 12.8
J10120465 100 1119 70 67 94 389 370 0.53 1.2 174 181 128 12.8
J10120469 100 1119 70 67 94 389 370 0.53 1.2 174 181 128 12.8
J10120471 100 1119 70 67 94 389 370 0.53 1.2 174 181 128 12.8
J10120475 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120476 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120477 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120478 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120480 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120481 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120482 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120488 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120489 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120490 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120492 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120494 100 1119 68 68 86 416 369 0.52 1.1 178 162 138 12.8
J10120495 100 1119 67 68 86 349 330 0.52 1.1 174 180 135 12.4
J10120496 100 1119 67 68 86 349 330 0.52 1.1 174 180 135 12.4
J10120498 100 1119 67 68 86 349 330 0.52 1.1 174 180 135 12.4
J10120519 100 1119 68 66 86 413 327 0.52 1.1 178 175 129 12.9
J10120538 100 1119 69 66 126 372 330 0.53 1.2 165 161 138 12.7
J10120539 100 1119 69 66 126 372 330 0.53 1.2 165 161 138 12.7
TENCATE GEOSYNTHETICS
NORTH AMERICA
GEOSYNTHETICS PROPERTIES FOR PRODUCT -
Geotextile Properties
PAGE
Final "put-up" rolls taken from a single master roll and having identical properties and test data. Results may only be available for tested rolls.
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the expressed written consent of TenCate. TenCate
warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's customers and that our products meet our published specifications.
MIRAFI S1200
Order#: 1093152-003 BOL#: 2168398 PO#: 5430/HANES MILL LF
1
AOS CBR ELONG ELONG WATER GRAB GRAB PERME PERMIT THICK TRAP TRAP WEIGHT
U.S. PUNC ATION ATION FLOW TENSILE TENSILE ABILITY TIVITY NESS TEAR TEAR ASTM
SIEVE TURE (CD) (MD) RATE (CD) (MD)(CD) (MD) D5261
ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM
D4751 D6241 D4632 D4632 D4491 D4632 D4632 D4491 D4491 D5199 D4533 D4533
# LBS % % GPM/FT2 LBS LBS CM/SEC SEC-1 MILS LBS LBS OZ/YD2
J10120503 100 1119 67 68 86 349 330 0.52 1.1 174 180 135 12.4
J10120505 100 1119 67 68 86 349 330 0.52 1.1 174 180 135 12.4
J10120507 100 1119 67 68 86 349 330 0.52 1.1 174 180 135 12.4
J10120509 100 1119 67 68 86 349 330 0.52 1.1 174 180 135 12.4
J10120512 100 1119 67 68 86 349 330 0.52 1.1 174 180 135 12.4
J10120514 100 1119 67 68 86 349 330 0.52 1.1 174 180 135 12.4
J10120515 100 1119 68 66 86 413 327 0.52 1.1 178 175 129 12.9
J10120517 100 1119 68 66 86 413 327 0.52 1.1 178 175 129 12.9
J10130384 100 1109 73 75 82 389 357 0.51 1.1 183 177 135 12.8
J10130385 100 1109 73 75 82 389 357 0.51 1.1 183 177 135 12.8
J10130389 100 1109 73 75 82 389 357 0.51 1.1 183 177 135 12.8
J10130390 100 1109 73 75 82 389 357 0.51 1.1 183 177 135 12.8
J10130412 100 1093 74 73 82 372 337 0.51 1.1 172 171 143 13.2
J10130414 100 1093 74 73 82 372 337 0.51 1.1 172 171 143 13.2
J10130415 100 1093 74 73 82 372 337 0.51 1.1 172 171 143 13.2
J10130455 100 1177 76 77 79 379 354 0.47 1.0 172 185 149 12.9
J10130456 100 1177 76 77 79 379 354 0.47 1.0 172 185 149 12.9
J10130461 100 1177 76 77 79 379 354 0.47 1.0 172 185 149 12.9
J10130468 100 1115 75 74 79 380 349 0.47 1.0 171 177 130 13.1
J10130485 100 1153 73 74 79 414 365 0.47 1.0 182 175 130 13.2
J10130513 100 1216 75 73 103 443 340 0.62 1.4 176 202 147 13.5
J10130517 100 1216 75 73 103 443 340 0.62 1.4 176 202 147 13.5
J10130564 100 1264 68 69 103 422 356 0.54 1.4 154 157 139 12.9
J10130579 100 1264 68 69 103 422 356 0.54 1.4 154 157 139 12.9
J10130584 100 1287 65 69 103 434 383 0.54 1.4 167 165 127 13.5
J10130585 100 1287 65 69 103 434 383 0.54 1.4 167 165 127 13.5
TENCATE GEOSYNTHETICS
NORTH AMERICA
GEOSYNTHETICS PROPERTIES FOR PRODUCT -
Geotextile Properties
PAGE
Final "put-up" rolls taken from a single master roll and having identical properties and test data. Results may only be available for tested rolls.
Unless specified separately in writing, material results apply only to items tested. No portion of this document may be reproduced whole or in part without the expressed written consent of TenCate. TenCate
warrants our products and services to be free from defects in material and workmanship when delivered to TenCate's customers and that our products meet our published specifications.
MIRAFI S1200
Order#: 1093152-003 BOL#: 2168398 PO#: 5430/HANES MILL LF
2
AOS CBR ELONG ELONG WATER GRAB GRAB PERME PERMIT THICK TRAP TRAP WEIGHT
U.S. PUNC ATION ATION FLOW TENSILE TENSILE ABILITY TIVITY NESS TEAR TEAR ASTM
SIEVE TURE (CD) (MD) RATE (CD) (MD)(CD) (MD) D5261
ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM
D4751 D6241 D4632 D4632 D4491 D4632 D4632 D4491 D4491 D5199 D4533 D4533
# LBS % % GPM/FT2 LBS LBS CM/SEC SEC-1 MILS LBS LBS OZ/YD2
J10130588 100 1287 65 69 103 434 383 0.54 1.4 167 165 127 13.5
J10130590 100 1287 65 69 103 434 383 0.54 1.4 167 165 127 13.5
J10130592 100 1287 65 69 103 434 383 0.54 1.4 167 165 127 13.5
J10130603 100 1287 65 69 103 434 383 0.54 1.4 167 165 127 13.5
J10130604 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130605 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130606 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130607 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130608 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130610 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130611 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130612 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130613 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130614 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130615 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130616 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130617 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130622 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130623 100 1224 68 71 103 417 374 0.54 1.4 164 179 154 13.1
J10130624 100 1191 79 73 93 377 346 0.57 1.2 181 173 140 12.7
J10130628 100 1191 79 73 93 377 346 0.57 1.2 181 173 140 12.7
J10130629 100 1191 79 73 93 377 346 0.57 1.2 181 173 140 12.7
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix D - Geosynthetic Manufacturers’ Quality Control Data

D5 Interface Friction Tests

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix E - HDPE Pipe Data
E
Appendix E - HDPE Pipe
Data

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix F - Subbase Inspection Forms

F
Appendix F - Subbase
Inspection Forms

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix G - Geomembrane Liner Documentation

G
Appendix G - Geomembrane
Liner Documentation
G1 Panel Placement Log
G2 Repair Log
G3 Trial Seam and Destructive Test Log
G4 Seaming Log
G5 Non-Destructive Test Log
G6 Destructive Seam Strength Test Results
G7 Tensiometer Calibration Certificate

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix G - Geomembrane Liner Documentation

G1 Panel Placement Log

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix G - Geomembrane Liner Documentation

G2 Repair Log

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix G - Geomembrane Liner Documentation

G3 Trial Seam and Destructive Test Log

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62 NOV 1 CAP/59 SS G#3 116'E/14's OF P58

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix G - Geomembrane Liner Documentation

G4 Seaming Log

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix G - Geomembrane Liner Documentation

G5 Non-Destructive Test Log

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix G - Geomembrane Liner Documentation

G6 Destructive Seam Strength Test Results

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix G - Geomembrane Liner Documentation

G7 Tensiometer Calibration Certificate

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix H - Leachate Collection Video Recording

H
Appendix H - Leachate
Collection Video Recording

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JETCLEAN AMERICA
HIGH PRESSURE WATER JETTING 7538 DUNBRIDGE DRIVE
EXPLOSION PROOF VIDEO INSPECTION ODESSA, FL 33556
VACUUM TRUCK SERVICES T: 800-226-8013 / F: 813-926-4616
WWW.JETCLEANAMERICA.COM [e-mail]

J.R. Lynch & Sons, Inc.
Hanes Mill Landfill
Cell 5 Expansion
New LCS Pipe Jetclean & Inspection

Work Performed
October 2016 - November 2016

Conducted By:
Jetclean America
800-226-8013

JETCLEAN AMERICA
HIGH PRESSURE WATER JETTING 7538 DUNBRIDGE DRIVE
EXPLOSION PROOF VIDEO INSPECTION ODESSA, FL 33556
VACUUM TRUCK SERVICES T: 800-226-8013 / F: 813-926-4616
WWW.JETCLEANAMERICA.COM [e-mail]

REPORT

DATE : 12/6/2016
TO : Daniel Lynch – Jimmy R. Lynch & Sons
FROM : Ralph Calistri ([e-mail])
SUBJECT : Hanes Mill Landfill - Cell 5 Expansion - New LCS Pipe Jetclean & Inspection

Jetclean America was mobilized to the Hanes Mill Landfill - Cell 5 from 10/20/2016 through
11/23/16 to carry out high-pressure water-jetting and explosion-proof video-inspection services
on the new HDPE leachate collection piping. Included in this package is the written report,
jetcleaning log, video inspection logs, and the inspection footage associated with that scope of
work on flash drive in MP4 format.

High-pressure Water-jetting:
The below pipes were cleaned end-end from the available access locations. Distances achieved in
each pipe are documented below. All pipes accessed were blockage free upon completion.

CELL 5 LOCATION DISTANCE (ft)
CO 1 342
CO 2 454
CO 3 572
CO 4 625
CO 5 727
CO 6 839
CO 7 880
CO 8 904
CO 9 530
CO 10 390
CO 11 220
CO 12 90
Header 317

Explosion-proof Video-inspection
After jetcleaning was completed, the above pipes were video-inspected in entirety from the
available access locations using certified explosion-proof equipment (see included CCTV Survey
List, Pipe Graphic Reports, and video footage on flash drive). With the exception of fusion weld
finger protrusions visible in the pipes at or near the transition from the new Cell 5 piping to the
existing piping in Cleanouts 1-7, 9, 10, and 12, all other areas of the piping viewed with the
inspection camera appeared to be in good condition, with no defects noted.

Regards,

Ralph Calistri – Jetclean America - 800-226-8013

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix I - As–Built Drawings

I
Appendix I - As–Built
Drawings
I1 Progressive As-Built
I2 Liner Panel Placement

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City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix I - As–Built Drawings

I1 Progressive As-Built

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N
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N
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3
 of
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Po
i
n
t

Nu
m
b
e
r
Pl
a
n
 SG

El
e
v
.
As
 Bu
i
l
t
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El
e
v
.

D
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v
.
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v
.
As
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l
t
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El
e
v
.
As
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l
t
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Co
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e
r
As
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i
l
t
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El
e
v
.
As
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l
t

LM
 co
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r
As
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l
t
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El
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v
.
As
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t
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co
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C
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N
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5
/
2
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4
 of
 12
Po
i
n
t

Nu
m
b
e
r
Pl
a
n
 SG

El
e
v
.
As
 Bu
i
l
t
 SG

El
e
v
.

D
e
v
.
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e
v
.
As
 Bu
i
l
t
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El
e
v
.
As
 Bu
i
l
t
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Co
v
e
r
As
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i
l
t
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El
e
v
.
As
‐Bu
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l
t

LM
 co
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r
As
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l
t
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El
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v
.
As
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t
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co
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C
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5
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Po
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Pl
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r
12
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5
/
2
0
1
6

6
 of
 12
Po
i
n
t

Nu
m
b
e
r
Pl
a
n
 SG

El
e
v
.
As
 Bu
i
l
t
 SG

El
e
v
.

D
e
v
.
 El
e
v
.
As
 Bu
i
l
t
 TC

El
e
v
.
As
 Bu
i
l
t
 TC

Co
v
e
r
As
 Bu
i
l
t
 LM

El
e
v
.
As
‐Bu
i
l
t

LM
 co
v
e
r
As
 Bu
i
l
t
 PC

El
e
v
.
As
‐Bu
i
l
t
 PC

co
v
e
r

C
o
m
m
e
n
t
32
7
7

8
4
1
.
9
9

8
4
1
.
9
5
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0
4
84
3
.
5
5

1
.
6
0

8
4
4
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6
0

1
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0
5

8
4
5
.
6
8

1
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8
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7
8

8
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9
9

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6
5

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6
6

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6
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7
0

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7
9

8
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9
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5
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5
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8
9

8
4
3
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6
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9
2

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2
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5
8

1
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6
6

8
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3
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6
0

1
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0
2

8
4
4
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6
3

1
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2
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9
3

8
4
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0
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8
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9
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0
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1
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5
2

1
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5
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8
4
2
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7

8
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3
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6
4

1
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4
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9
7

8
4
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9
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8
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4
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6
7

1
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5
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7
5

1
.
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8
fl
o
o
r
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LM
 re
m
e
a
s
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e
d
 after  fire
33
0
8

8
4
4
.
0
0

8
4
4
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0
5

0
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6

8
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5
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6
2

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5
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0
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2
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4
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2
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5
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2
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o
r
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1
2

8
8
6
.
0
7

8
8
6
.
1
6

0
.
0
9

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
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,
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33
1
8

9
2
5
.
5
0

9
2
5
.
6
5

0
.
1
5

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
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o
p
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,
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33
1
9

9
2
8
.
6
7

9
2
8
.
8
0

0
.
1
3

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
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,
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33
4
5

8
8
4
.
1
7

8
8
4
.
2
4

0
.
0
7

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
33
4
6

8
7
3
.
1
6

8
7
3
.
2
2

0
.
0
6

8
7
4
.
8
5

1
.
6
2

N
/
A

N
/
A

8
7
6
.
9
9

2
.
1
4
sl
o
p
e
33
5
1

8
4
1
.
9
9

8
4
1
.
9
6
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0
4
84
3
.
5
3

1
.
5
8
84
4
.
6
2

1
.
0
8
84
5
.
6
4

1
.
0
3
fl
o
o
r
 ‐
LM
 re
m
e
a
s
u
r
e
d
 after  fire
33
5
2

8
4
1
.
0
0

8
4
0
.
9
7
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0
3
84
2
.
5
4

1
.
5
7

8
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3
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6
2

1
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0
8

8
4
4
.
6
6

1
.
0
5
fl
o
o
r
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5
3

8
3
9
.
0
1

8
3
9
.
0
5

0
.
0
5

8
4
0
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6
1

1
.
5
5

8
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1
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6
3

1
.
0
2

8
4
2
.
6
8

1
.
0
5
fl
o
o
r
33
5
4

8
3
8
.
0
1

8
3
8
.
0
6

0
.
0
5

8
3
9
.
6
4

1
.
5
7

8
4
0
.
6
6

1
.
0
2

8
4
1
.
6
8

1
.
0
2
fl
o
o
r
33
5
5

8
3
7
.
0
1

8
3
7
.
0
5

0
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0
4

8
3
8
.
5
8

1
.
5
3

8
3
9
.
6
3

1
.
0
5

8
4
0
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6
9

1
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0
6
fl
o
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r
33
5
6

8
3
6
.
0
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8
3
6
.
0
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0
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0
4

8
3
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.
6
4

1
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6
0

8
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8
.
6
6

1
.
0
2

8
3
9
.
7
2

1
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fl
o
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r
33
5
7

8
3
5
.
0
0

8
3
5
.
0
6

0
.
0
6

8
3
6
.
6
2

1
.
5
6

8
3
7
.
6
4

1
.
0
2

8
3
8
.
7
4

1
.
1
0
fl
o
o
r
33
5
8

8
3
4
.
0
0

8
3
4
.
0
6

0
.
0
6

8
3
5
.
6
0

1
.
5
4

8
3
6
.
6
2

1
.
0
1

8
3
7
.
6
1

1
.
0
0
fl
o
o
r
33
5
9

8
3
4
.
4
0

8
3
4
.
4
8

0
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0
8

8
3
6
.
0
3

1
.
5
5

8
3
7
.
0
6

1
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0
3

8
3
8
.
0
9

1
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3
fl
o
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r
33
6
1

8
3
2
.
6
8

8
3
2
.
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2

0
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1
4

8
3
4
.
4
0

1
.
5
8

8
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5
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4
3

1
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0
3

8
3
6
.
4
7

1
.
0
4
fl
o
o
r
33
6
2

8
3
2
.
1
8

8
3
2
.
2
2

0
.
0
4

8
3
3
.
7
8

1
.
5
6

8
3
4
.
8
7

1
.
0
9

8
3
5
.
9
2

1
.
0
5
fl
o
o
r
33
6
3

8
3
1
.
6
0

8
3
1
.
6
4

0
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0
4

8
3
3
.
1
7

1
.
5
3

8
3
4
.
2
1

1
.
0
4

8
3
5
.
2
5

1
.
0
4
fl
o
o
r
33
6
4

8
3
0
.
4
3

8
3
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5
5

0
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1
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8
3
2
.
1
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1
.
5
5

8
3
3
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1
5

1
.
0
5

8
3
4
.
2
1

1
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6
fl
o
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r
33
6
5

8
2
9
.
8
9

8
2
9
.
9
4

0
.
0
5

8
3
1
.
4
7

1
.
5
3

8
3
2
.
5
2

1
.
0
5

8
3
3
.
5
6

1
.
0
4
fl
o
o
r
33
6
6

8
2
9
.
3
4

8
2
9
.
4
2

0
.
0
8

8
3
0
.
9
7

1
.
5
4

8
3
2
.
0
3

1
.
0
7

8
3
3
.
0
8

1
.
0
5
fl
o
o
r
33
6
7

8
2
8
.
7
9

8
2
8
.
8
3

0
.
0
4

8
3
0
.
4
0

1
.
5
7

8
3
1
.
4
8

1
.
0
8

8
3
2
.
5
4

1
.
0
6
fl
o
o
r
12
/
5
/
2
0
1
6

7
 of
 12
Po
i
n
t

Nu
m
b
e
r
Pl
a
n
 SG

El
e
v
.
As
 Bu
i
l
t
 SG

El
e
v
.

D
e
v
.
 El
e
v
.
As
 Bu
i
l
t
 TC

El
e
v
.
As
 Bu
i
l
t
 TC

Co
v
e
r
As
 Bu
i
l
t
 LM

El
e
v
.
As
‐Bu
i
l
t

LM
 co
v
e
r
As
 Bu
i
l
t
 PC

El
e
v
.
As
‐Bu
i
l
t
 PC

co
v
e
r

C
o
m
m
e
n
t
33
7
1

9
2
4
.
0
2

9
2
4
.
1
1

0
.
0
9

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
33
7
2

9
2
7
.
1
7

9
2
7
.
2
2

0
.
0
6

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
33
7
3

8
2
6
.
4
5

8
2
6
.
6
2

0
.
1
7

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
fl
o
o
r
 ‐

ou
t
s
i
d
e
 of  cell
33
7
4

8
3
1
.
0
3

8
3
1
.
0
8

0
.
0
5

8
3
2
.
6
1

1
.
5
3

8
3
3
.
6
3

1
.
0
2

8
3
4
.
6
7

1
.
0
4
fl
o
o
r
33
7
5

8
3
3
.
7
4

8
3
3
.
7
9

0
.
0
5

8
3
5
.
3
8

1
.
5
9

8
3
6
.
4
2

1
.
0
4

8
3
7
.
4
6

1
.
0
4
fl
o
o
r
33
8
3

8
4
7
.
8
5

8
4
7
.
9
3

0
.
0
8

8
4
9
.
4
9

1
.
5
6

8
5
0
.
5
3

1
.
0
4

8
5
1
.
5
9

1
.
0
5
fl
o
o
r
33
8
4

8
4
8
.
8
5

8
4
8
.
9
3

0
.
0
8

8
5
0
.
4
5

1
.
5
2

8
5
1
.
5
0

1
.
0
5

8
5
2
.
5
6

1
.
0
6
fl
o
o
r
33
8
5

8
4
8
.
8
9

8
4
8
.
9
4

0
.
0
5

8
5
0
.
4
6

1
.
5
2

8
5
1
.
5
2

1
.
0
6

8
5
2
.
5
9

1
.
0
7
fl
o
o
r
33
8
6

8
4
8
.
9
3

8
4
8
.
9
7

0
.
0
4

8
5
0
.
5
1

1
.
5
4

8
5
1
.
5
8

1
.
0
7

8
5
2
.
6
1

1
.
0
3
fl
o
o
r
33
8
7

8
4
8
.
9
8

8
4
8
.
9
9

0
.
0
1

8
5
0
.
5
7

1
.
5
8

8
5
1
.
6
1

1
.
0
4

8
5
2
.
6
6

1
.
0
5
fl
o
o
r
33
8
8

8
4
8
.
5
2

8
4
8
.
5
8

0
.
0
6

8
5
0
.
1
2

1
.
5
4

8
5
1
.
1
9

1
.
0
7

8
5
2
.
2
6

1
.
0
8
fl
o
o
r
33
8
9

8
4
9
.
4
1

8
4
9
.
5
0

0
.
0
9

8
5
1
.
0
7

1
.
5
8

8
5
2
.
1
2

1
.
0
5

8
5
3
.
1
5

1
.
0
3
fl
o
o
r
33
9
0

8
4
9
.
3
2

8
4
9
.
3
8

0
.
0
6

8
5
0
.
9
8

1
.
6
0

8
5
2
.
0
2

1
.
0
4

8
5
3
.
0
9

1
.
0
7
fl
o
o
r
33
9
1

8
4
9
.
0
9

8
4
9
.
1
5

0
.
0
6

8
5
0
.
7
1

1
.
5
6

8
5
1
.
7
5

1
.
0
5

8
5
2
.
7
9

1
.
0
4
fl
o
o
r
33
9
2

8
4
9
.
1
4

8
4
9
.
1
9

0
.
0
5

8
5
0
.
7
7

1
.
5
8

8
5
1
.
8
4

1
.
0
6

8
5
2
.
9
1

1
.
0
7
fl
o
o
r
33
9
3

8
6
3
.
8
3

8
6
3
.
8
4

0
.
0
1

8
6
5
.
4
5

1
.
6
2

N
/
A

N
/
A

8
6
7
.
6
3

2
.
1
7
sl
o
p
e
33
9
4

8
6
4
.
0
0

8
6
4
.
0
6

0
.
0
5

8
6
5
.
7
1

1
.
6
6

N
/
A

N
/
A

8
6
7
.
8
5

2
.
1
4
sl
o
p
e
33
9
5

8
6
4
.
1
7

8
6
4
.
1
9

0
.
0
2

8
6
5
.
8
2

1
.
6
3

N
/
A

N
/
A

8
6
7
.
9
8

2
.
1
6
sl
o
p
e
33
9
6

8
6
4
.
3
6

8
6
4
.
4
0

0
.
0
4

8
6
6
.
0
4

1
.
6
5

N
/
A

N
/
A

8
6
8
.
2
3

2
.
1
9
sl
o
p
e
33
9
8

8
8
1
.
0
3

8
8
1
.
0
8

0
.
0
5

8
8
2
.
7
3

1
.
6
4

N
/
A

N
/
A

8
8
4
.
8
5

2
.
1
2
sl
o
p
e
33
9
9

9
3
0
.
2
9

9
3
0
.
3
4

0
.
0
5

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
34
0
0

9
2
2
.
4
5

9
2
2
.
4
9

0
.
0
4

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
34
0
1

9
2
0
.
8
7

9
2
0
.
8
9

0
.
0
2

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
34
0
2

9
1
8
.
0
6

9
1
8
.
0
8

0
.
0
2

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
34
0
3

9
1
4
.
1
3

9
1
4
.
1
5

0
.
0
2

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
34
0
4

9
1
0
.
1
4

9
1
0
.
2
0

0
.
0
6

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
34
0
5

9
1
2
.
1
5

9
1
2
.
1
8

0
.
0
3

9
1
3
.
8
1

1
.
6
3

N
/
A

N
/
A

9
1
5
.
9
4

2
.
1
3
sl
o
p
e
34
0
6

9
0
9
.
4
8

9
0
9
.
5
1

0
.
0
3

9
1
1
.
1
6

1
.
6
5

N
/
A

N
/
A

9
1
3
.
3
3

2
.
1
7
sl
o
p
e
34
0
7

9
0
6
.
7
9

9
0
6
.
8
2

0
.
0
3

9
0
8
.
4
4

1
.
6
2

N
/
A

N
/
A

9
1
0
.
6
2

2
.
1
8
sl
o
p
e
34
0
8

8
9
6
.
9
9

8
9
7
.
0
4

0
.
0
5

8
9
8
.
6
7

1
.
6
3

N
/
A

N
/
A

9
0
0
.
8
1

2
.
1
4
sl
o
p
e
34
0
9

8
9
5
.
6
8

8
9
5
.
7
2

0
.
0
4

8
9
7
.
3
7

1
.
6
5

N
/
A

N
/
A

8
9
9
.
5
3

2
.
1
6
sl
o
p
e
34
1
0

8
9
3
.
0
7

8
9
3
.
1
3

0
.
0
6

8
9
4
.
7
8

1
.
6
5

N
/
A

N
/
A

8
9
6
.
9
4

2
.
1
6
sl
o
p
e
34
1
1

8
9
0
.
4
3

8
9
0
.
5
3

0
.
0
9

8
9
2
.
1
8

1
.
6
5

N
/
A

N
/
A

8
9
4
.
3
5

2
.
1
7
sl
o
p
e
12
/
5
/
2
0
1
6

8
 of
 12
Po
i
n
t

Nu
m
b
e
r
Pl
a
n
 SG

El
e
v
.
As
 Bu
i
l
t
 SG

El
e
v
.

D
e
v
.
 El
e
v
.
As
 Bu
i
l
t
 TC

El
e
v
.
As
 Bu
i
l
t
 TC

Co
v
e
r
As
 Bu
i
l
t
 LM

El
e
v
.
As
‐Bu
i
l
t

LM
 co
v
e
r
As
 Bu
i
l
t
 PC

El
e
v
.
As
‐Bu
i
l
t
 PC

co
v
e
r

C
o
m
m
e
n
t
34
1
2

8
8
7
.
8
0

8
8
7
.
8
6

0
.
0
6

8
8
9
.
4
8

1
.
6
2

N
/
A

N
/
A

8
9
1
.
6
3

2
.
1
5
sl
o
p
e
34
1
3

8
8
5
.
1
6

8
8
5
.
2
3

0
.
0
6

8
8
6
.
8
2

1
.
6
0

N
/
A

N
/
A

8
8
8
.
9
5

2
.
1
3
sl
o
p
e
34
1
4

8
8
2
.
5
3

8
8
2
.
5
7

0
.
0
4

8
8
4
.
1
8

1
.
6
2

N
/
A

N
/
A

8
8
6
.
3
2

2
.
1
4
sl
o
p
e
34
1
5

8
7
9
.
9
0

8
7
9
.
9
3

0
.
0
3

8
8
1
.
6
0

1
.
6
7

N
/
A

N
/
A

8
8
3
.
7
6

2
.
1
6
sl
o
p
e
34
1
6

8
7
7
.
2
8

8
7
7
.
3
2

0
.
0
4

8
7
8
.
9
6

1
.
6
4

N
/
A

N
/
A

8
8
1
.
1
4

2
.
1
9
sl
o
p
e
34
1
7

8
7
4
.
6
4

8
7
4
.
7
1

0
.
0
7

8
7
6
.
3
5

1
.
6
4

N
/
A

N
/
A

8
7
8
.
4
9

2
.
1
4
sl
o
p
e
34
2
0

8
5
8
.
1
5

8
5
8
.
1
5

0
.
0
1

8
5
9
.
8
1

1
.
6
5

N
/
A

N
/
A

8
6
1
.
9
6

2
.
1
6
sl
o
p
e
34
2
1

8
6
0
.
8
9

8
6
0
.
9
7

0
.
0
8

8
6
2
.
5
8

1
.
6
1

N
/
A

N
/
A

8
6
4
.
7
6

2
.
1
8
sl
o
p
e
34
2
2

8
6
3
.
4
8

8
6
3
.
5
1

0
.
0
3

8
6
5
.
1
5

1
.
6
4

N
/
A

N
/
A

8
6
7
.
2
9

2
.
1
4
sl
o
p
e
34
2
3

8
6
6
.
0
8

8
6
6
.
1
5

0
.
0
6

8
6
7
.
7
3

1
.
5
8

N
/
A

N
/
A

8
6
9
.
8
9

2
.
1
6
sl
o
p
e
34
2
4

8
6
8
.
7
3

8
6
8
.
8
0

0
.
0
7

8
7
0
.
4
5

1
.
6
5

N
/
A

N
/
A

8
7
2
.
6
2

2
.
1
7
sl
o
p
e
34
2
5

8
7
1
.
3
4

8
7
1
.
4
3

0
.
0
9

8
7
3
.
0
9

1
.
6
6

N
/
A

N
/
A

8
7
5
.
2
2

2
.
1
3
sl
o
p
e
34
2
6

8
7
4
.
0
0

8
7
4
.
0
3

0
.
0
4

8
7
5
.
6
9

1
.
6
6

N
/
A

N
/
A

8
7
7
.
8
2

2
.
1
3
sl
o
p
e
34
2
7

8
7
6
.
6
0

8
7
6
.
6
4

0
.
0
4

8
7
8
.
2
2

1
.
5
8

N
/
A

N
/
A

8
8
0
.
3
7

2
.
1
5
sl
o
p
e
34
2
8

8
7
9
.
2
3

8
7
9
.
3
1

0
.
0
7

8
8
0
.
9
6

1
.
6
5

N
/
A

N
/
A

8
8
3
.
1
4

2
.
1
8
sl
o
p
e
34
2
9

8
6
3
.
2
8

8
6
3
.
3
4

0
.
0
6

8
6
4
.
9
7

1
.
6
2

N
/
A

N
/
A

8
6
7
.
1
1

2
.
1
5
sl
o
p
e
34
3
0

8
6
2
.
7
9

8
6
2
.
8
0

0
.
0
1

8
6
4
.
4
3

1
.
6
3

N
/
A

N
/
A

8
6
6
.
6
1

2
.
1
7
sl
o
p
e
34
3
1

8
6
0
.
1
5

8
6
0
.
2
3

0
.
0
8

8
6
1
.
8
6

1
.
6
3

N
/
A

N
/
A

8
6
4
.
0
1

2
.
1
5
sl
o
p
e
34
3
2

8
5
7
.
5
1

8
5
7
.
5
6

0
.
0
5

8
5
9
.
1
8

1
.
6
2

N
/
A

N
/
A

8
6
1
.
3
6

2
.
1
8
sl
o
p
e
34
3
3

8
5
4
.
8
8

8
5
4
.
9
3

0
.
0
5

8
5
6
.
5
3

1
.
6
0

N
/
A

N
/
A

8
5
8
.
6
9

2
.
1
6
sl
o
p
e
34
3
4

8
5
2
.
2
4

8
5
2
.
3
0

0
.
0
6

8
5
3
.
9
6

1
.
6
6

N
/
A

N
/
A

8
5
6
.
1
1

2
.
1
5
sl
o
p
e
34
3
5

8
4
9
.
6
1

8
4
9
.
6
5

0
.
0
4

8
5
1
.
2
7

1
.
6
2

N
/
A

N
/
A

8
5
3
.
3
8

2
.
1
1
sl
o
p
e
34
3
6

8
4
7
.
0
0

8
4
7
.
0
2

0
.
0
1

8
4
8
.
6
2

1
.
6
1

N
/
A

N
/
A

8
5
0
.
8
0

2
.
1
8
sl
o
p
e
34
3
7

8
4
4
.
6
9

8
4
4
.
7
0

0
.
0
1

8
4
6
.
2
7

1
.
5
8

8
4
7
.
2
8

1
.
0
1

8
4
8
.
3
5

1
.
0
7
fl
o
o
r
34
3
8

8
4
3
.
7
9

8
4
3
.
8
4

0
.
0
5

8
4
5
.
3
7

1
.
5
3
84
6
.
4
0

1
.
0
2
84
7
.
4
6

1
.
0
6
fl
o
o
r
 ‐
LM
 re
m
e
a
s
u
r
e
d
 after  fire
34
3
9

8
4
3
.
0
7

8
4
3
.
1
3

0
.
0
6

8
4
4
.
7
0

1
.
5
7

8
4
5
.
7
4

1
.
0
4

8
4
6
.
7
7

1
.
0
3
fl
o
o
r
34
4
0

8
4
3
.
7
5

8
4
3
.
8
0

0
.
0
5

8
4
5
.
3
4

1
.
5
4

8
4
6
.
3
8

1
.
0
4

8
4
7
.
4
0

1
.
0
2
fl
o
o
r
34
4
1

8
4
4
.
7
1

8
4
4
.
7
6

0
.
0
6

8
4
6
.
3
3

1
.
5
7

8
4
7
.
3
8

1
.
0
4

8
4
8
.
4
3

1
.
0
5
fl
o
o
r
34
4
2

8
4
4
.
5
2

8
4
4
.
5
7

0
.
0
4

8
4
6
.
0
9

1
.
5
3

8
4
7
.
1
6

1
.
0
6

8
4
8
.
2
2

1
.
0
6
fl
o
o
r
34
4
3

8
4
4
.
8
6

8
4
4
.
9
1

0
.
0
4

8
4
6
.
4
5

1
.
5
4

8
4
7
.
5
1

1
.
0
6

8
4
8
.
5
8

1
.
0
8
fl
o
o
r
34
4
4

8
4
5
.
5
6

8
4
5
.
6
3

0
.
0
6

8
4
7
.
1
7

1
.
5
4

8
4
8
.
2
1

1
.
0
5

8
4
9
.
2
8

1
.
0
7
fl
o
o
r
34
4
5

8
4
6
.
2
7

8
4
6
.
3
6

0
.
0
8

8
4
7
.
9
5

1
.
5
9

8
4
8
.
9
9

1
.
0
4

8
5
0
.
0
3

1
.
0
4
fl
o
o
r
34
4
6

8
4
6
.
0
4

8
4
6
.
1
0

0
.
0
6

8
4
7
.
6
9

1
.
5
8

8
4
8
.
7
7

1
.
0
8

8
4
9
.
8
3

1
.
0
6
fl
o
o
r
12
/
5
/
2
0
1
6

9
 of
 12
Po
i
n
t

Nu
m
b
e
r
Pl
a
n
 SG

El
e
v
.
As
 Bu
i
l
t
 SG

El
e
v
.

D
e
v
.
 El
e
v
.
As
 Bu
i
l
t
 TC

El
e
v
.
As
 Bu
i
l
t
 TC

Co
v
e
r
As
 Bu
i
l
t
 LM

El
e
v
.
As
‐Bu
i
l
t

LM
 co
v
e
r
As
 Bu
i
l
t
 PC

El
e
v
.
As
‐Bu
i
l
t
 PC

co
v
e
r

C
o
m
m
e
n
t
34
4
7

8
4
5
.
1
5

8
4
5
.
1
9

0
.
0
4

8
4
6
.
7
3

1
.
5
5

8
4
7
.
7
8

1
.
0
5

8
4
8
.
8
3

1
.
0
5
fl
o
o
r
34
4
8

8
4
4
.
2
6

8
4
4
.
3
3

0
.
0
8

8
4
5
.
8
9

1
.
5
6

8
4
6
.
9
5

1
.
0
6

8
4
7
.
9
5

1
.
0
0
fl
o
o
r
34
4
9

8
4
2
.
9
9

8
4
3
.
0
5

0
.
0
6

8
4
4
.
6
1

1
.
5
6

8
4
5
.
6
8

1
.
0
7

8
4
6
.
7
4

1
.
0
6
fl
o
o
r
34
5
0

8
4
7
.
1
6

8
4
7
.
0
9
‐0.
0
6
84
8
.
7
5

1
.
6
6

8
4
9
.
8
2

1
.
0
6

8
5
0
.
8
7

1
.
0
6
fl
o
o
r
34
5
1

8
4
7
.
8
9

8
4
7
.
7
9
‐0.
1
0
84
9
.
4
4

1
.
6
5

8
5
0
.
5
1

1
.
0
7

8
5
1
.
5
6

1
.
0
5
fl
o
o
r
34
5
2

8
4
5
.
0
9

8
4
5
.
1
1

0
.
0
1

8
4
6
.
6
4

1
.
5
4

8
4
7
.
7
0

1
.
0
6

8
4
8
.
7
4

1
.
0
4
fl
o
o
r
34
5
4

8
3
4
.
9
9

8
3
5
.
0
3

0
.
0
4

8
3
6
.
5
9

1
.
5
5

8
3
7
.
6
5

1
.
0
6

8
3
8
.
6
9

1
.
0
5
fl
o
o
r
34
5
5

8
3
8
.
0
0

8
3
8
.
0
6

0
.
0
6

8
3
9
.
6
0

1
.
5
4

8
4
0
.
6
5

1
.
0
5

8
4
1
.
7
1

1
.
0
7
fl
o
o
r
34
5
9

8
6
8
.
4
4

8
6
8
.
4
6

0
.
0
2

8
7
0
.
1
2

1
.
6
5

N
/
A

N
/
A

8
7
2
.
2
6

2
.
1
5
sl
o
p
e
34
6
0

8
7
0
.
4
4

8
7
0
.
5
0

0
.
0
6

8
7
2
.
1
5

1
.
6
5

N
/
A

N
/
A

8
7
4
.
2
6

2
.
1
1
sl
o
p
e
34
6
1

8
7
8
.
4
4

8
7
8
.
4
6

0
.
0
2

8
8
0
.
1
0

1
.
6
4

N
/
A

N
/
A

8
8
2
.
2
3

2
.
1
3
sl
o
p
e
34
6
2

8
8
0
.
4
4

8
8
0
.
4
8

0
.
0
4

8
8
2
.
1
2

1
.
6
4

N
/
A

N
/
A

8
8
4
.
2
4

2
.
1
2
sl
o
p
e
34
6
4

9
2
9
.
8
0

9
2
9
.
9
2

0
.
1
2

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
34
6
5

8
4
9
.
9
1

8
4
9
.
9
4

0
.
0
3

8
5
1
.
5
3

1
.
5
9

N
/
A

N
/
A

8
5
3
.
7
2

2
.
1
8
sl
o
p
e
34
7
4

8
4
2
.
3
0

8
4
2
.
3
2

0
.
0
2

8
4
3
.
9
0

1
.
5
8
84
4
.
9
2

1
.
0
2
84
5
.
9
5

1
.
0
3
fl
o
o
r
 ‐
LM
 re
m
e
a
s
u
r
e
d
 after  fire
34
7
5

8
4
2
.
4
8

8
4
2
.
4
8

0
.
0
0

8
4
4
.
0
2

1
.
5
4
84
5
.
0
3

1
.
0
1
84
6
.
1
0

1
.
0
7
fl
o
o
r
 ‐
LM
 re
m
e
a
s
u
r
e
d
 after  fire
34
7
6

8
4
2
.
8
9

8
4
2
.
9
5

0
.
0
6

8
4
4
.
4
9

1
.
5
4
84
5
.
5
4

1
.
0
5
84
6
.
6
1

1
.
0
7
fl
o
o
r
 ‐
LM
 re
m
e
a
s
u
r
e
d
 after  fire
34
7
7

8
4
2
.
5
4

8
4
2
.
6
0

0
.
0
6

8
4
4
.
1
5

1
.
5
5
84
5
.
2
1

1
.
0
6
84
6
.
2
8

1
.
0
8
fl
o
o
r
 ‐
LM
 re
m
e
a
s
u
r
e
d
 after  fire
34
7
8

8
4
2
.
8
9

8
4
2
.
9
2

0
.
0
3

8
4
4
.
4
9

1
.
5
7
84
5
.
5
1

1
.
0
2
84
6
.
5
5

1
.
0
4
fl
o
o
r
 ‐
LM
 re
m
e
a
s
u
r
e
d
 after  fire
34
7
9

8
9
8
.
0
4

8
9
8
.
1
1

0
.
0
7

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
34
8
0

8
9
4
.
0
6

8
9
4
.
1
2

0
.
0
6

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
34
8
1

8
9
0
.
0
8

8
9
0
.
1
3

0
.
0
4

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
34
8
4

9
0
6
.
1
8

9
0
6
.
2
1

0
.
0
3

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
34
8
5

9
0
4
.
2
6

9
0
4
.
2
9

0
.
0
3

9
0
5
.
8
9

1
.
6
0

N
/
A

N
/
A

9
0
8
.
0
6

2
.
1
7
sl
o
p
e
34
8
6

8
3
9
.
0
1

8
3
9
.
0
6

0
.
0
5

8
4
0
.
6
4

1
.
5
9

8
4
1
.
6
8

1
.
0
3

8
4
2
.
7
7

1
.
0
9
fl
o
o
r
34
8
7

9
2
8
.
3
0

9
2
8
.
3
3

0
.
0
3

9
2
9
.
9
7

1
.
6
5

N
/
A

N
/
A

9
3
1
.
0
2

1
.
0
5
to
p
 sl
o
p
e
 TC
34
8
8

9
2
7
.
1
7

9
2
7
.
1
9

0
.
0
2

9
2
8
.
8
7

1
.
6
8

N
/
A

N
/
A

9
2
9
.
9
3

1
.
0
6
to
p
 sl
o
p
e
 TC
34
8
9

9
2
5
.
6
7

9
2
5
.
5
9
‐0.
0
8
92
7
.
2
9

1
.
7
0

N
/
A

N
/
A

9
2
8
.
3
6

1
.
0
6
to
p
 sl
o
p
e
 TC
34
9
0

9
2
4
.
0
0

9
2
4
.
0
6

0
.
0
6

9
2
5
.
7
2

1
.
6
6

N
/
A

N
/
A

9
2
6
.
7
8

1
.
0
7
to
p
 sl
o
p
e
 TC
34
9
1

9
2
2
.
5
2

9
2
2
.
5
1
‐0.
0
2
92
4
.
1
4

1
.
6
4

N
/
A

N
/
A

9
2
5
.
2
1

1
.
0
6
to
p
 sl
o
p
e
 TC
34
9
2

9
2
0
.
9
5

9
2
0
.
8
8
‐0.
0
7
92
2
.
5
3

1
.
6
5

N
/
A

N
/
A

9
2
3
.
5
6

1
.
0
3
to
p
 sl
o
p
e
 TC
34
9
3

9
1
9
.
3
7

9
1
9
.
2
9
‐0.
0
8
92
0
.
9
6

1
.
6
7

N
/
A

N
/
A

9
2
2
.
0
2

1
.
0
5
to
p
 sl
o
p
e
 TC
34
9
4

9
1
6
.
5
6

9
1
6
.
4
9
‐0.
0
7
91
8
.
1
4

1
.
6
5

N
/
A

N
/
A

9
1
9
.
2
2

1
.
0
8
to
p
 sl
o
p
e
 TC
12
/
5
/
2
0
1
6

1
0
 of
 12
Po
i
n
t

Nu
m
b
e
r
Pl
a
n
 SG

El
e
v
.
As
 Bu
i
l
t
 SG

El
e
v
.

D
e
v
.
 El
e
v
.
As
 Bu
i
l
t
 TC

El
e
v
.
As
 Bu
i
l
t
 TC

Co
v
e
r
As
 Bu
i
l
t
 LM

El
e
v
.
As
‐Bu
i
l
t

LM
 co
v
e
r
As
 Bu
i
l
t
 PC

El
e
v
.
As
‐Bu
i
l
t
 PC

co
v
e
r

C
o
m
m
e
n
t
34
9
5

9
1
2
.
6
3

9
1
2
.
5
4
‐0.
1
0
91
4
.
2
3

1
.
6
9

N
/
A

N
/
A

9
1
5
.
2
8

1
.
0
5
to
p
 sl
o
p
e
 TC
34
9
6

9
0
8
.
6
4

9
0
8
.
5
9
‐0.
0
5
91
0
.
2
7

1
.
6
8

N
/
A

N
/
A

9
1
1
.
3
2

1
.
0
6
to
p
 sl
o
p
e
 TC
34
9
7

9
0
4
.
6
8

9
0
4
.
5
8
‐0.
1
0
90
6
.
2
8

1
.
6
9

N
/
A

N
/
A

9
0
7
.
3
3

1
.
0
5
to
p
 sl
o
p
e
 TC
34
9
8

8
9
9
.
5
0

8
9
9
.
4
7
‐0.
0
3
90
1
.
1
2

1
.
6
5

N
/
A

N
/
A

9
0
2
.
1
7

1
.
0
4
to
p
 sl
o
p
e
 TC
34
9
9

8
9
6
.
5
4

8
9
6
.
5
1
‐0.
0
3
89
8
.
1
8

1
.
6
6

N
/
A

N
/
A

8
9
9
.
2
1

1
.
0
3
to
p
 sl
o
p
e
 TC
35
0
0

8
9
2
.
5
6

8
9
2
.
5
2
‐0.
0
4
89
4
.
1
6

1
.
6
4

N
/
A

N
/
A

8
9
5
.
2
1

1
.
0
5
to
p
 sl
o
p
e
 TC
35
0
1

8
8
8
.
5
8

8
8
8
.
4
8
‐0.
1
0
89
0
.
2
1

1
.
7
2

N
/
A

N
/
A

8
9
1
.
2
5

1
.
0
4
to
p
 sl
o
p
e
 TC
35
0
2

8
8
4
.
5
7

8
8
4
.
5
6
‐0.
0
1
88
6
.
2
6

1
.
6
9

N
/
A

N
/
A

8
8
7
.
2
7

1
.
0
2
to
p
 sl
o
p
e
 TC
35
0
3

8
8
2
.
6
7

8
8
2
.
6
4
‐0.
0
4
88
4
.
3
4

1
.
7
0

N
/
A

N
/
A

8
8
5
.
3
6

1
.
0
2
to
p
 sl
o
p
e
 TC
35
0
5

N
/
A

N
/
A

N
/
A

9
2
9
.
0
1

N
/
A

N
/
A

N
/
A

9
3
1
.
1
2

2
.
1
1
to
p
 sl
o
p
e
 PC
35
0
6

N
/
A

N
/
A

N
/
A

9
2
7
.
8
9

N
/
A

N
/
A

N
/
A

9
3
0
.
0
3

2
.
1
4
to
p
 sl
o
p
e
 PC
35
0
7

N
/
A

N
/
A

N
/
A

9
2
6
.
3
9

N
/
A

N
/
A

N
/
A

9
2
8
.
5
2

2
.
1
3
to
p
 sl
o
p
e
 PC
35
0
8

N
/
A

N
/
A

N
/
A

9
2
4
.
8
8

N
/
A

N
/
A

N
/
A

9
2
7
.
0
2

2
.
1
4
to
p
 sl
o
p
e
 PC
35
0
9

N
/
A

N
/
A

N
/
A

9
2
3
.
2
4

N
/
A

N
/
A

N
/
A

9
2
5
.
3
7

2
.
1
3
to
p
 sl
o
p
e
 PC
35
1
0

N
/
A

N
/
A

N
/
A

9
2
1
.
6
4

N
/
A

N
/
A

N
/
A

9
2
3
.
7
8

2
.
1
5
to
p
 sl
o
p
e
 PC
35
1
1

N
/
A

N
/
A

N
/
A

9
2
0
.
0
8

N
/
A

N
/
A

N
/
A

9
2
2
.
2
5

2
.
1
7
to
p
 sl
o
p
e
 PC
35
1
2

N
/
A

N
/
A

N
/
A

9
1
7
.
3
0

N
/
A

N
/
A

N
/
A

9
1
9
.
4
4

2
.
1
4
to
p
 sl
o
p
e
 PC
35
1
3

N
/
A

N
/
A

N
/
A

9
1
3
.
3
9

N
/
A

N
/
A

N
/
A

9
1
5
.
5
3

2
.
1
4
to
p
 sl
o
p
e
 PC
35
1
4

N
/
A

N
/
A

N
/
A

9
0
9
.
3
9

N
/
A

N
/
A

N
/
A

9
1
1
.
5
4

2
.
1
5
to
p
 sl
o
p
e
 PC
35
1
5

N
/
A

N
/
A

N
/
A

9
0
5
.
3
4

N
/
A

N
/
A

N
/
A

9
0
7
.
5
3

2
.
1
9
to
p
 sl
o
p
e
 PC
35
1
6

N
/
A

N
/
A

N
/
A

9
0
1
.
0
5

N
/
A

N
/
A

N
/
A

9
0
3
.
2
1

2
.
1
6
to
p
 sl
o
p
e
 PC
35
1
7

N
/
A

N
/
A

N
/
A

8
9
7
.
2
7

N
/
A

N
/
A

N
/
A

8
9
9
.
4
5

2
.
1
8
to
p
 sl
o
p
e
 PC
35
1
8

N
/
A

N
/
A

N
/
A

8
9
3
.
3
3

N
/
A

N
/
A

N
/
A

8
9
5
.
5
1

2
.
1
8
to
p
 sl
o
p
e
 PC
35
1
9

N
/
A

N
/
A

N
/
A

8
8
9
.
3
6

N
/
A

N
/
A

N
/
A

8
9
1
.
4
9

2
.
1
4
to
p
 sl
o
p
e
 PC
35
2
0

N
/
A

N
/
A

N
/
A

8
8
5
.
4
3

N
/
A

N
/
A

N
/
A

8
8
7
.
5
6

2
.
1
3
to
p
 sl
o
p
e
 PC
35
2
1

N
/
A

N
/
A

N
/
A

8
8
3
.
4
2

N
/
A

N
/
A

N
/
A

8
8
5
.
5
9

2
.
1
6
to
p
 sl
o
p
e
 PC
90
1
0

8
4
8
.
0
0

8
4
8
.
1
0

0
.
1
0

8
4
9
.
6
6

1
.
5
6

8
5
0
.
6
9

1
.
0
3

8
5
1
.
7
7

1
.
0
7
fl
o
o
r
90
1
1

8
4
7
.
0
5

8
4
7
.
1
0

0
.
0
5

8
4
8
.
6
7

1
.
5
7

8
4
9
.
7
1

1
.
0
3

8
5
0
.
7
6

1
.
0
5
CP
 27
90
1
2

9
2
0
.
0
0

9
2
0
.
0
5

0
.
0
5

9
2
0
.
1
1

0
.
0
6

N
/
A

N
/
A

9
2
1
.
1
3

1
.
0
2
to
p
 sl
o
p
e
 TC
90
1
4

8
4
4
.
4
5

8
4
4
.
5
2

0
.
0
7

8
4
6
.
0
9

1
.
5
7

8
4
7
.
1
3

1
.
0
3

8
4
8
.
2
0

1
.
0
7
CP
 26
90
1
5

9
0
9
.
0
0

9
0
9
.
0
4

0
.
0
4

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
90
1
8

8
4
4
.
9
8

8
4
5
.
0
4

0
.
0
6

8
4
6
.
5
9

1
.
5
5

8
4
7
.
6
6

1
.
0
7

8
4
8
.
6
6

1
.
0
0
CP
 25
90
2
1

8
4
2
.
1
9

8
4
2
.
2
3

0
.
0
5

8
4
3
.
7
9

1
.
5
6
84
4
.
7
9

1
.
0
0
84
5
.
8
6

1
.
0
7
fl
o
o
r
 ‐
LM
 re
m
e
a
s
u
r
e
d
 after  fire
12
/
5
/
2
0
1
6

1
1
 of
 12
Po
i
n
t

Nu
m
b
e
r
Pl
a
n
 SG

El
e
v
.
As
 Bu
i
l
t
 SG

El
e
v
.

D
e
v
.
 El
e
v
.
As
 Bu
i
l
t
 TC

El
e
v
.
As
 Bu
i
l
t
 TC

Co
v
e
r
As
 Bu
i
l
t
 LM

El
e
v
.
As
‐Bu
i
l
t

LM
 co
v
e
r
As
 Bu
i
l
t
 PC

El
e
v
.
As
‐Bu
i
l
t
 PC

co
v
e
r

C
o
m
m
e
n
t
90
2
4

8
3
4
.
0
0

8
3
4
.
0
8

0
.
0
8

8
3
5
.
6
2

1
.
5
4

8
3
6
.
6
8

1
.
0
5

8
3
7
.
7
2

1
.
0
4
CP
 16
90
2
8

8
2
5
.
4
3

8
2
5
.
4
6

0
.
0
3

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
fl
o
o
r
 ‐

ou
t
s
i
d
e
 of  cell
90
5
7

8
3
4
.
0
0

8
3
4
.
0
9

0
.
0
9

8
3
5
.
6
3

1
.
5
3

8
3
6
.
6
6

1
.
0
3

8
3
7
.
7
2

1
.
0
6
CP
 9
90
5
9

8
3
8
.
0
0

8
3
8
.
0
5

0
.
0
4

8
3
9
.
6
0

1
.
5
6

8
4
0
.
6
5

1
.
0
5

8
4
1
.
7
6

1
.
1
0
CP
 8
90
7
3

8
4
5
.
4
9

8
4
5
.
5
5

0
.
0
6

8
4
7
.
0
9

1
.
5
4

8
4
8
.
1
2

1
.
0
3

8
4
9
.
1
6

1
.
0
4
fl
o
o
r
90
7
4

8
4
9
.
4
4

8
4
9
.
4
7

0
.
0
3

8
5
1
.
0
5

1
.
5
8

8
5
2
.
1
0

1
.
0
5

8
5
3
.
1
8

1
.
0
7
CP
 1
90
7
5

8
4
8
.
2
8

8
4
8
.
3
5

0
.
0
7

8
4
9
.
8
6

1
.
5
1

8
5
0
.
8
9

1
.
0
3

8
5
1
.
9
4

1
.
0
5
CP
 31
90
7
6

8
4
0
.
7
9

8
4
0
.
8
4

0
.
0
5

8
4
2
.
4
0

1
.
5
7

8
4
3
.
4
4

1
.
0
3

8
4
4
.
4
8

1
.
0
4
CP
 33
90
7
8

8
4
2
.
0
0

8
4
2
.
0
7

0
.
0
7

8
4
3
.
5
9

1
.
5
2

8
4
4
.
6
5

1
.
0
6

8
4
5
.
7
2

1
.
0
7
fl
o
o
r
90
7
9

8
4
9
.
1
8

8
4
9
.
2
5

0
.
0
7

8
5
0
.
8
2

1
.
5
7

8
5
1
.
8
7

1
.
0
5

8
5
2
.
9
2

1
.
0
4
CP
 30
90
8
0

8
4
0
.
0
0

8
4
0
.
0
8

0
.
0
8

8
4
1
.
6
4

1
.
5
6

8
4
2
.
6
7

1
.
0
3

8
4
3
.
7
0

1
.
0
3
CP
 34
90
8
1

8
3
8
.
0
0

8
3
8
.
0
9

0
.
0
9

8
3
9
.
6
6

1
.
5
7

8
4
0
.
7
0

1
.
0
4

8
4
1
.
7
5

1
.
0
5
CP
 35
90
8
2

8
3
8
.
0
0

8
3
8
.
0
4

0
.
0
4

8
3
9
.
6
0

1
.
5
6

8
4
0
.
6
2

1
.
0
2

8
4
1
.
6
5

1
.
0
3
CP
 36
91
0
0

8
3
4
.
0
0

8
3
4
.
0
9

0
.
0
8

8
3
5
.
6
4

1
.
5
5

8
3
6
.
6
9

1
.
0
5

8
3
7
.
7
2

1
.
0
3
fl
o
o
r
91
0
1

8
2
6
.
2
0

8
2
6
.
2
2

0
.
0
2

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
fl
o
o
r
 ‐

ou
t
s
i
d
e
 of  cell
91
1
7

9
0
1
.
0
0

9
0
1
.
0
8

0
.
0
8

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A

N
/
A
to
p
 sl
o
p
e
 SG
,
 outside  clay  limits
12
/
5
/
2
0
1
6

1
2
 of
 12
City/County Utilities | Hanes Mill Rd. Landfill Cell 5 Expansion Appendix I - As–Built Drawings

I2 Liner Panel Placement

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