4104_HighPoint_Area1CQAReport_DIN27162_ 20161207

December 7, 2016

Mr. John E. Murray, P.E.
Permitting Engineer
NC DEQ - Division of Waste Management
400 Commerce Avenue
Morehead City, North Carolina 28557
[e-mail]

RE: City of High Point - Kersey Valley MSW Landfill (Permit No. 41-04)
Area 1 Partial Closure CQA Report
High Point, North Carolina

Dear John:

On behalf of the City of High Point, Smith Gardner, Inc. (S+G) would like to submit for your
review the enclosed construction quality assurance (CQA) report for the partial closure of
Area 1 of the City of High Point’s Kersey Valley municipal solid waste (MSW) landfill located
in High Point.

Should you have any questions or require clarification and/or additional information, please
contact me at your earliest convenience.

Sincerely,
SMITH GARDNER, INC.

Pieter K. Scheer, P.E.
Vice President, Senior Engineer
[e-mail]

Enclosure: Area 1 Partial Closure CQA Report

cc: Ed Mussler, P.E., DWM
Robby Stone, P.E., City of High Point
Mike Spencer, City of High Point

Construction Quality Assurance Report

City of High Point - Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

Prepared for:

City of High Point Department of Public Services
High Point, North Carolina

December 2016

Prepared by:

© 2016 Smith Gardner, Inc.
This document is intended for the sole use of the client for which it was prepared and
for the purpose agreed upon by the client and Smith Gardner, Inc.
F-1370 F-1370

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Construction Quality Assurance Report

City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

Prepared For:
City of High Point Department of Public Services
High Point, North Carolina

S+G Project No. HPOINT-13-5

12/7/16
Pieter K. Scheer, P.E.
Project Manager

Byron S. Hackney
Field Services Manager

December 2016

F-1370 F-1370

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Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Table of Contents Page i
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

Construction Quality Assurance Report

Table of Contents
Page

1.0 OVERVIEW ........................................................................................................................... 1 
2.0 PROJECT DESCRIPTION ..................................................................................................... 1 
2.1 General ...................................................................................................................... 1 
2.2 Reference Documents ............................................................................................... 1 
2.3 Design Clarifications ................................................................................................. 2 
2.4 Project Participants ................................................................................................... 2 
2.4.1 Owner ............................................................................................................ 2 
2.4.2 Engineer/CQA Engineer ................................................................................ 2 
2.4.3 CQA Testing - Earthwork, Geosynthetics, & Construction Monitoring ....... 3 
2.4.4 Contractor ..................................................................................................... 3 
2.4.5 Landfill Gas (LFG) Subcontractor ................................................................. 3 
2.4.6 Geosynthetics Installer ................................................................................. 4 
2.4.7 Contractor’s Surveyor ................................................................................... 4 
3.0 SUMMARY OF CONSTRUCTION ACTIVITIES ....................................................................... 4 
3.1 Site Preparation......................................................................................................... 4 
3.2 Erosion and Sedimentation Control Measures ........................................................ 4 
3.3 General Earthwork .................................................................................................... 5 
3.4 Landfill Gas (LFG) Management System .................................................................. 5 
3.5 Down Pipes ................................................................................................................ 6 
3.6 40 Mil LLDPE Geomembrane .................................................................................... 6 
3.7 Drainage Geocomposite/Rain Gutters/Vegetative Soil Layer .................................. 6 
4.0 CQA PROGRAM ................................................................................................................... 7 
4.1 Scope of Services ...................................................................................................... 7 
5.0 FINAL COVER SYSTEM CQA ................................................................................................ 7 
5.1 Material Approval ...................................................................................................... 7 
5.2 Manufacturer’s Quality Control Submittals ............................................................. 8 
5.3 Material Control Testing ........................................................................................... 8 
5.4 Vegetative Soil Layer ................................................................................................. 8 
5.5 Contractor CQC Testing ............................................................................................ 9 
6.0 40 MIL LLDPE GEOMEMBRANE CQA .................................................................................. 9 
6.1 Material Approval ...................................................................................................... 9 
6.2 Manufacturer’s Quality Control Certificates ............................................................ 9 
6.3 Material Control Testing ........................................................................................... 9 

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Table of Contents Page ii
6.4 Field Seam Control Tests .......................................................................................... 9 
6.5 Field Seam Record Tests .......................................................................................... 9 
7.0 DRAINAGE GEOCOMPOSITE CQA ......................................................................................10 
7.1 Material Approval .................................................................................................... 10 
7.2 Manufacturer’s Quality Control Submittals ........................................................... 10 
7.3 Material Control Testing ......................................................................................... 10 
8.0 GEOTEXTILE CQA ...............................................................................................................10 
8.1 Material Approval .................................................................................................... 10 
8.2 Material Control Testing ......................................................................................... 10 
9.0 RECORD DRAWINGS ..........................................................................................................11 
10.0 PROJECT CERTIFICATION .................................................................................................11 

TABLES
Table 1 Summary of Material Control Tests - LLDPE Geomembrane
Table 2 Summary of Material Record Tests - LLDPE Geomembrane Seams
Table 3 Summary of Material Control Tests - Drainage Geocomposite
Table 4 Summary of Material Control Tests - Geotextiles

APPENDICES
Appendix A Reference Documents (Permits & Approvals)
Appendix B Design Clarification
Appendix C Photographic Log
Appendix D CQA Meeting Summary
Appendix E Final Cover System CQA Data
E1. Manufacturer’s Product Data Submittals
E2. CQA Test Results - Drainage Aggregate and Vegetative Soil Layer
E3. Pressure Test Documentation
Appendix F LFG Well Logs
Appendix G Interface Shear Strength Test Data
Appendix H Geomembrane CQA Data
H1. Manufacturer’s Product Data Submittals and Quality Control
Certificates
H2. Geosynthetics Inventory - LLDPE Geomembrane
H3. CQA Test Results - Material Control Tests
H4. Installer Logs:
Panel Placement Log
Tensiometer Calibration Certificates
Trial Weld Log
Seaming Log
Non-Destructive Test Log
Destructive Testing Log
Repair/Vacuum Test Log
H5. CQA Test Results - Destructive Seam Testing (Laboratory)

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Table of Contents Page iii
Appendix I Drainage Geocomposite CQA Data
I1. Manufacturer’s Product Data Submittals and Quality Control
Certificates
I2. Geosynthetics Inventory - Drainage Geocomposite
I3. CQA Test Results - Material Control Tests
Appendix J Geotextile CQA Data
J1. Manufacturer’s Product Data Submittals
J2. CQA Test Results - Material Control Tests
Appendix K Record Drawings

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Table of Contents Page iv

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Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Page 1
1.0 OVERVIEW
This Construction Quality Assurance (CQA) Report has been prepared to document the CQA
activities performed during the partial closure of Area 1 of the Kersey Valley Municipal Solid
Waste (MSW) Landfill. The landfill facility is located on Kivett Drive in High Point, North
Carolina and is owned and operated by the City of High Point under State Solid Waste Permit
No. 41-04. A Permit to Construct was issued by the North Carolina Division of Waste
Management (NCDWM) on February 3, 2015.

2.0 PROJECT DESCRIPTION
2.1 General
The Area 1 partial closure consists of the closure of the western portion (approximately
23.8 acres) of the Area 1 landfill unit. The Area 1 unit (approximately 39.1 acres) is a
Subtitle D landfill unit consisting of three contiguous sub-units (Phases 1-3, which were
designed by Tribble and Richardson (Phase 1) and Smith Gardner, Inc. (Phases 2 and 3)).
The components of the Area 1 final cover system include the following (top-down):

 a 24-inch thick (min.) vegetative soil layer;
 a drainage geocomposite;
 a 40 mil textured LLDPE geomembrane liner; and
 prepared intermediate cover.

In addition to the final cover system, the Area 1 partial closure also includes associated
landfill gas (LFG), drainage, and erosion and sedimentation control measures.

2.2 Reference Documents
The Area 1 partial closure was constructed in accordance with the following documents
with clarifications as described in Section 2.3.

Construction Documents - Kersey Valley MSWLF - Phase 5A & 5B Area 1 Partial
Closure:
Includes general and technical specifications, CQA manual, and contract
addenda prepared by Smith Gardner, Inc. (S+G) and dated November 2014
(Conformed – January 2015).

Construction Drawings - Kersey Valley MSWLF - Phase 5A & 5B Area 1 Partial
Closure:
Includes construction drawings prepared by S+G and dated November 2014
(Conformed – January 2015).

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Page 2
Permit To Construct Application - Kersey Valley MSWLF - Phases 5A & 5B:
Includes technical specifications, CQA manual, and permit drawings prepared by
S+G as revised through July 2014 (Permit to Construct issued by NCDWM on
February 3, 2015 (copy provided in Appendix A)).

Erosion and Sedimentation Control Plan for Kersey Valley MSWLF - Areas 1 & 2
prepared by S+G dated July 2014 (as revised through December 2014). Letter of
approval correspondence dated December 22, 2014 from Land Quality Section
(copy provided in Appendix A).

2.3 Design Clarifications
Clarifications to the above documents for the Area 1 partial closure are provided in
Appendix B. A listing of each is as follows:

Design Clarification:

1. Interface Shear Strength Test Requirements.

2.4 Project Participants
The following parties were involved in the construction and CQA of the Area 1 partial
closure:

2.4.1 Owner
City of High Point Department of Public Services
211 South Hamilton Street
High Point, NC 27260
Phone: [phone]
Fax: [phone]

Contacts: Robby Stone, P.E., Assistant Director
Mike Spencer, Landfill Superintendent

2.4.2 Engineer/CQA Engineer
Smith Gardner, Inc. (S+G)
14 N. Boylan Ave.
Raleigh, NC 27603
Phone: [phone]
Fax: [phone]

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Page 3
Contacts: Pieter Scheer, P.E., Project Manager
Carter Shore, E.I., Project Engineer
Britt Ransom, CQA/Asbestos Inspector
Don Misenheimer, CQA/Asbestos Inspector
Byron Hackney, Field Services Manager

2.4.3 CQA Testing - Earthwork, Geosynthetics, & Construction Monitoring
Geotechnics
2200 Westinghouse Blvd., Suite 103
Raleigh, NC 27604
Phone: [phone]
Fax: [phone]

Contacts: Mike Smith, Regional Manager
Shannon Sisell, Laboratory Supervisor

544 Braddock Ave.
East Pittsburgh, PA 15112
Phone: [phone]
Fax: [phone]

Contacts: J.P. Kline, P.E., Lab Director

2.4.4 Contractor
Jimmy R. Lynch & Sons, Inc. (JRL)
307 South Academy Street
P.O. Drawer BB
Pilot Mountain, NC 27041
Phone: [phone]
Fax: [phone]

Contacts: Daniel Lynch, P.E., Project Manager
Rick Lynch, Site Superintendent

2.4.5 Landfill Gas (LFG) Subcontractor
Piedmont Industrial Services, Inc. (Piedmont)
1680 Lowery Street
Winston-Salem, NC 27101
Phone: [phone]
Fax: [phone]

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Page 4
Contacts: Todd Scott, Project Manager

2.4.6 Geosynthetics Installer
National Lining Systems, Inc. (NLS)
16970-3 San Carlos Boulevard, Suite 191
Fort Myers, FL 33908
Phone: [phone]
Fax: [phone]

Contacts: Khamkhoun (Toui) Thayravanh, Project Superintendent

2.4.7 Contractor’s Surveyor
The Schneider Corporation (Schneider)
8307 University Park Drive, Suite 220
Charlotte, NC 28262
Phone: [phone]
Fax: [phone]

Contacts: Michael Miller, PLS

3.0 SUMMARY OF CONSTRUCTION ACTIVITIES
Major elements of the project are discussed below. Photos documenting the construction of the
Area 1 partial closure can be found in Appendix C. Prior to JRL beginning work, a project Pre-
Construction Meeting was held on February 12, 2015.

3.1 Site Preparation
Construction of the Area 1 partial closure began in April 2015 with the surveying/staking
of the limits of construction and the initiation of site preparation activities by JRL.

3.2 Erosion and Sedimentation Control Measures
The construction of erosion and sedimentation control measures took place in
conjunction with project activities and under the approval issued by the Land Quality
Section of the NC Division of Energy, Mineral and Land Resources. Permanent drainage
features (down pipes, rain gutters, perimeter channels, etc.) were added as areas were
brought to grade. Once areas reached final grade, the areas were vegetated in
accordance with project requirements.

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Page 5
3.3 General Earthwork
The work on Area 1 began with excavation of several areas of waste within the limits of
the closure area in order to provide more uniform slopes for closure. Excavated waste
was placed within Area 1 in the area to the east of the closure area and covered with
soil. All exposed waste within excavation areas was covered with soil.

Once the remaining portions of the closure area were stripped of existing vegetation,
additional soil was placed and tracked in as needed to repair and supplement the
existing intermediate cover. Also, just prior to the installation of the geomembrane, the
surface of the intermediate cover was smooth drum rolled.

3.4 Landfill Gas (LFG) Management System
As the intermediate cover was being prepared, JRL’s subcontractor, Piedmont Industrial
Services, Inc. (Piedmont) began construction of LFG collection trenches and LFG wells.
All work was observed by S+G.

LFG collection trenches were completed in accordance with the approved design plans
and, upon completion, the trenches were connected with the emergency gas relief
valves and utility flares (5 locations near top of closure area).

A total of 22 LFG wells having an approximate total length and total screened length of
1,148 feet and 774 feet, respectively, were installed in the closure area in June and July
2015. Prior to drilling, the location and elevation for each well was surveyed by
Schneider. The survey information was verified and approved by S+G to confirm the
allowable well depth1.

The drilling of LFG wells, each having a 36-inch diameter bore, was performed by Quality
Drilling Service, LLP (Wells 101 – 114) and Carlson Environmental Consultants, PC
(Wells 115-122) under contract to Piedmont. Once drilled, Piedmont performed
completion activities which were generally as follows (given dimensions are
approximate):

 1 foot of NCDOT No. 3 (non-calcareous) stone was placed in the bottom of the
well bore;
 The pipe casing (8" diam PVC (SCH 80)) was then installed, with the perforated
section ending 16 feet below the ground surface;
 The well was then backfilled with additional NCDOT No. 3 stone to 14 feet below
the ground surface, which is about 2 feet above the perforated section;
 3 feet of (clayey) soil backfill was added to 11 feet below ground surface;

1 The total targeted well depth was determined by taking the difference of the existing ground elevation and the top of
protective cover (from prior as-builts) and deducting ten (10) feet for buffer.

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Page 6
 A 2 foot thick bentonite seal (12 bags) was added to 9 feet below the ground
surface;
 4 feet of (clayey) soil backfill was added to 5 feet below the ground surface;
 A 2 foot thick bentonite seal (12 bags) was added to 3 foot below the ground
surface; and
 Soil backfill was added up to the ground surface, compacted, and sloped away
from the well casing.

LFG well logs are provided in Appendix F. Each well was completed with a temporary
cap - ready for connection to a future extraction system. An as-built drawing showing
the location of LFG wells can be found in Appendix K.

3.5 Down Pipes
Upon preparation of the intermediate cover, JRL installed the down pipes for removal of
stormwater and flow in the drainage geocomposite (upon later connection with the rain
gutters). These pipes were completed in accordance with the approved design plans.

3.6 40 Mil LLDPE Geomembrane
Prior to the installation of geosynthetics, a geosynthetics CQA meeting was held in
accordance with the requirements of the project CQA manual. A summary of this
meeting can be found in Appendix D.

In accordance with project requirements, textured LLDPE geomembrane was placed
over the Area 1 intermediate cover and welded to the HDPE geomembrane of the base
liner system around the perimeter. NLS visually accepted the subgrade surface in
advance of material placement.

An as-built drawing showing the orientation of geomembrane panels as well as
destructive sample and repair locations is provided in Appendix K.

3.7 Drainage Geocomposite/Rain Gutters/Vegetative Soil Layer
As the 40 mil LLDPE geomembrane installation began, placement of drainage
geocomposite followed closely behind. Once a portion of the drainage geocomposite had
been placed, placement of the vegetative soil layer was initiated by JRL beginning on the
northeast end of the closure area and proceeding around the western end to the south
side. In order to protect the underlying geosynthetics from damage, trucks operated on
at least 3 feet of cover and low ground pressure dozers were used to push out the
material. Only minor wrinkling of the geomembrane was observed during placement (as
is typical) and good contact between the LLDPE geomembrane and the underlying
intermediate cover was apparent.

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Page 7
As portions of the vegetative soil layer were in-place, JRL incrementally constructed the
rain gutters within the vegetative soil layer beginning with the lower rain gutters and
continuing upslope. Field adjustments were made to achieve desired slopes based on
existing topography. Rain gutter piping was tied into the underlying down pipes via the
down pipe drop inlets.

4.0 CQA PROGRAM
4.1 Scope of Services
In satisfying the requirements of the Project CQA Manual for the Area 1 partial closure,
the following activities were performed:

 Observation and documentation of construction of prepared intermediate cover,
LFG management system, down pipes, LLDPE geomembrane, drainage
geocomposite, rain gutters, and vegetative soil layer.
 Field and/or laboratory testing of geosynthetics and drainage aggregate.
 Review of submittals from the Contractor for conformance with project
specification and CQA requirements.
 Review/preparation of record drawings.
 Preparation of the final CQA report.

5.0 FINAL COVER SYSTEM CQA
5.1 Material Approval
S+G reviewed and approved the leachate management system product submittals
provided by JRL. The selected materials included the following:

Drainage Aggregate:
(No. 3 Stone (LFG Wells); No. 57
Stone (LFG Trenches & Toe
Drains); and No. 4 Stone (Rain
Gutters))
Martin Marietta
Jamestown Quarry (No. 4 and No. 57 Stone)
Pomona Quarry (No. 3 Stone)
HDPE Pipe/Fittings:
LFG Collection Trenches:
Down Pipes:
Rain Gutters:
Lee Supply
6" Diam. (DR 21)
12", 14”, 16” and 18" Diam. (DR 21)
6", 8”, 10” and 12" Diam. (DR 21)
PVC Pipe/Fittings:
LFG Wells:
Lee Supply
8” Diam. (SCH 80)
Emergency Gas Relief Valves: Groth Corp. Model 1260A

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Page 8
Geomembrane: See Section 6.0
Drainage Geocomposite: See Section 7.0
Geotextiles: See Section 8.0

Copies of selected product submittals for these products can be found in Appendix E1.

5.2 Manufacturer’s Quality Control Submittals
S+G reviewed and approved stone gradation and carbonate content information from
Martin Marietta related to the No. 4 and No. 57 stone. This information is provided in
Appendix E1.

5.3 Material Control Testing
The gradation of both No. 4 and No. 57 stone provided for use in the rain gutters, LFG
collection trenches, and toe drain was evaluated in accordance with ASTM C 136. A total
of 1 and 2 gradation tests were performed on the No. 4 and No. 57 stone, respectively
(meeting the 1 test per 5,000 CY project requirements) (approximate quantity of 2,000 CY
No. 4 stone and 1,500 CY No. 57 stone) included material used in construction and the
results met project requirements. The results of the CQA testing on No. 4 and No. 57
stone can be found in Appendix E2.

5.4 Vegetative Soil Layer
The criteria for construction of vegetative soil layer per the project specifications
included the following:

 Materials: SM, SC, ML, ML-CL, or CL (ASTM D 2487) with no
deleterious material;
 Gradation: Max. = 3 inches;
 Lift Thickness: 12-inch min.;
 Density: Tracked In Only; and
 Thickness: 24 inches min.

Testing of borrow soils was performed during the project. This information, which can
be found in Appendix E2, shows that the borrow area had the appropriate soil types. A
visual classification of soils (ASTM D 2488) was performed on an on-going basis during
placement of protective cover. Final thickness of the protective cover was verified by
measurements shown on as-built topographic survey drawing (Appendix K).

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Page 9
5.5 Contractor CQC Testing
During construction of the down pipes, JRL performed low pressure air testing in
accordance with ASTM F 1417. Documentation of these successful tests can be found in
Appendix E3.

6.0 40 MIL LLDPE GEOMEMBRANE CQA
6.1 Material Approval
S+G reviewed and approved the 40 mil LLDPE geomembrane product submittals
provided by JRL. The selected material was MicroSpike textured 40 mil LLDPE
geomembrane as manufactured by Agru America, Inc. of Georgetown, SC. Copies of
selected product submittals for these products can be found in Appendix H1.

6.2 Manufacturer’s Quality Control Certificates
S+G reviewed and approved Agru America’s quality control certificates upon delivery to
the site. Copies of these certificates can be found in Appendix H1.

6.3 Material Control Testing
The number and results of material control tests performed on the 40 mil LLDPE
geomembrane is summarized in Table 1. Note that the number of tests required was
based on a quantity of 1,175,760 SF (72 rolls/3 lots) of material received. A
geosynthetics inventory log for LLDPE geomembrane can be found in Appendix H2. This
log identifies the rolls which were sampled for material control testing. The results of
material control testing of LLDPE geomembrane can be found in Appendix H3.

6.4 Field Seam Control Tests
The results of trial welds performed by NLS can be found in Appendix H4.

6.5 Field Seam Record Tests
Seaming forms (including the results of nondestructive testing) can be found in Appendix
H4. The results of destructive CQC and CQA testing can be found in Appendices H4 and
H5, respectively. A geomembrane repair report documenting all repairs of defects and
destructive sample locations can be found in Appendix H4. Record testing of LLDPE
geomembrane seams is summarized in Table 2.

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Page 10
7.0 DRAINAGE GEOCOMPOSITE CQA
7.1 Material Approval
S+G reviewed and approved the drainage geocomposite product submittals provided by
JRL. The selected material was DrainTube 606 ST2 D25 as manufactured by Afitex-
Texel Geosynthetics, Inc. of Saint-Elzear-de-Beauce, Quebec, Canada. Copies of
selected product submittals for this product can be found in Appendix I1.

7.2 Manufacturer’s Quality Control Submittals
S+G reviewed and approved Afitex-Texel’s quality control certificates upon delivery to
the site. Copies of these certificates can be found in Appendix I1.

7.3 Material Control Testing
The number and results of material control tests performed on the drainage
geocomposite is summarized in Table 3. Note that the number of tests required was
based on a quantity of 1,192,225 SF (371 rolls/1 lot) of material received. Also note that
because DrainTube differs from a drainage geocomposite having a geonet drainage core,
two CQA tests did not apply (geonet density and ply adhesion). Testing of DrainTube
included permittivity (ASTM D 4491) of the upper geotextile component and
transmissivity (ASTM D 4716). A geosynthetics inventory log for drainage geocomposite
can be found in Appendix I2. The results of material control testing of drainage
geocomposite can be found in Appendix I3.

8.0 GEOTEXTILE CQA
8.1 Material Approval
S+G reviewed and approved the geotextile product submittals provided by JRL. The
selected materials was TerraTex N04.5 (Type GT-T geotextile) as manufactured by
Hanes Geo Components of Winston-Salem, North Carolina. Copies of selected product
submittals for this product can be found in Appendix J1.

8.2 Material Control Testing
The number and results of material control tests performed on the geotextiles is
summarized in Table 4. Note that the number of tests required was based on a quantity
of 80,000 SF (estimated) of Type GT-T geotextile received. The results of material
control testing of geotextiles can be found in Appendix J2.

Kersey Valley MSW Landfill - Area 1 Partial Closure Construction Quality Assurance Report
December 2016 Page 11
9.0 RECORD DRAWINGS
The following record (as-built) drawings depicting the construction of Area 1 partial closure can
be found in Appendix K:

 LFG Features, Down Pipes, and Rain Gutters As-Built (prepared by Schneider);
 Geomembrane As-Built (prepared by Schneider); and
 Vegetative Soil Layer As-Built showing locations of thickness test locations
(prepared by Schneider).

10.0 PROJECT CERTIFICATION
Based on the observations and results of the CQA program documented herein, it is our
professional opinion that the construction of the Area 1 Partial Closure of the Kersey Valley
MSW Landfill was completed in accordance with the following:

i. The Project CQA Manual;
ii. The conditions of the Permit to Construct/Permit to Operate;
iii. The requirements of 15A NCAC 13B.1624; and
iv. Acceptable engineering practices.

SMITH GARDNER, INC.

Pieter K. Scheer, P.E.
Project Manager 12/7/16

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HP Area 1 CQA Report Tables 2016-10-04.xls

This page intentionally left blank.
Kersey Valley MSW Landfill
Area 1 Closure
TABLE 2
SUMMARY OF MATERIAL RECORD TESTS
LLDPE GEOMEMBRANE SEAMS
1 of 4
Units lbs/inch ----- lbs/inch ----- lbs/inch -----
Test Method
Required Test Frequency
No. of Tests Required
No. of Tests Performed
Specified Value > 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2) > 60 (See Note 2)
Required Test Frequency
No. of Tests Required
No. of Tests Performed
Specified Value (See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2) > 60 (See Note 2)
Sample I.D.
DS-1 91.3 SE1 103.7 SE1 113.0 SE1
DS-2 92.7 SE1 97.8 SE1 102.2 SE1
DS-3 91.6 SE1 92.6 SE1 115.1 SE1
DS-4 96.0 SE1 99.8 SE1 112.2 SE1
DS-5 94.8 SE1 94.7 SE1 111.8 SE1
DS-6 91.9 SE1 91.4 SE1 98.8 SE1
DS-7 96.6 SE1 96.8 SE1 112.4 SE1
DS-8 100.0 SE1 93.1 SE1 110.6 SE1
DS-9 90.9 SE1 91.8 SE1 118.9 SE1
DS-10 101.2 SE1 93.7 SE1 114.0 SE1
DS-11 91.2 SE1 92.3 SE1 97.2 SE1
DS-12 92.6 SE1 91.2 SE1 122.5 SE1
DS-13 98.3 SE1 94..1 SE1 112.9 SE1
DS-14 95.7 SE1 95.2 SE1 117.4 SE1
DS-15 90.5 SE1 94.8 SE1 110.5 SE1
DS-16 95.6 SE1 90.2 SE1 109.6 SE1
DS-17 99.9 SE1 99.9 SE1 122.7 SE1
DS-18 92.8 SE1 91.9 SE1 104.5 SE1
DS-19 See DS-19B2
DS-19A "A" Side Capped
Peel Strength 1 Shear Strength 1
Peak Load Outside
Track (Weld "A")
106
Locus of Break &
Incursion
500 LF
106
CQC Field Destructive Seam Testing
Peak Load Inside
Track (Weld "B")
Locus of Break &
Incursion
CQA Laboratory Destructive Seam Testing
106
Locus of Break &
Incursion
1 per day of Production Seaming
Results - See Appendix H
Peak Load
13
Results
ASTM D 6392
Property
SMITH GARDNER, INC.Table 2 - LLDPE-GM Seams (A1)HP Area 1 CQA Report Tables 2016-10-04.xls
Kersey Valley MSW Landfill
Area 1 Closure
TABLE 2
SUMMARY OF MATERIAL RECORD TESTS
LLDPE GEOMEMBRANE SEAMS
2 of 4
Specified Value (See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2) > 60 (See Note 2)
Sample I.D.
DS-19B See DS-19B2
DS-19B1 See DS-19B2
DS-19B2 94.8 SE1 89.5 SE1 103.0 SE1
DS-20 92.5 SE1 95.5 SE1 119.0 SE1
DS-21 99.9 SE1 95.9 SE1 112.9 SE1
DS-22 94.2 SE1 97.6 SE1 119.6 SE1
DS-23 90.7 SE1 92.1 SE1 109.2 SE1
DS-24 92.6 SE1 88.4 SE1 110.7 SE1
DS-25 97.6 SE1 92.0 SE1 114.8 SE1
DS-26 90.9 SE1 94.3 SE1 101.8 SE1
DS-27 93.6 SE1 99.8 SE1 110.6 SE1
DS-28 88.5 SE1 90.7 SE1 113.1 SE1
DS-29 96.7 SE1 100.6 SE1 113.8 SE1
DS-30 92.5 SE1 91.4 SE1 110.4 SE1
DS-31 91.3 SE1 94.3 SE1 106.6 SE1
DS-32 103.2 SE1 92.9 SE1 112.7 SE1
DS-33 95.2 SE1 97.6 SE1 111.0 SE1
DS-34 99.7 SE1 95.8 SE1 113.4 SE1
DS-35 84.2 SE1 96.6 SE1 113.9 SE1
DS-36 94.3 SE1 103.3 SE1 112.2 SE1
DS-37 89.7 SE1 97.4 SE1 112.9 SE1
DS-38 101.0 SE1 101.6 SE1 117.8 SE1
DS-39 110.4 SE1 95.5 SE1 114.0 SE1
DS-40 93.8 SE1 98.1 SE1 115.8 SE1
DS-41 101.7 SE1 97.6 SE1 113.8 SE1
DS-42 89.4 SE1 101.1 SE1 114.0 SE1
DS-43 96.2 SE1 94.3 SE1 114.4 SE1
DS-44 99.8 SE1 97.1 SE1 102.8 SE1
DS-45 89.1 SE1 93.2 SE1 112.3 SE1
DS-46 96.0 SE1 99.1 SE1 113.9 SE1
DS-47 93.9 SE1 99.2 SE1 98.4 SE1
DS-48 97.6 SE1 96.1 SE1 102.4 SE1
DS-49 99.7 SE1 92.1 SE1 116.5 SE1
DS-50 95.1 SE1 95.6 SE1 111.4 SE1
DS-51 96.9 SE1 98.0 SE1 102.4 SE1
DS-52 95.1 SE1 95.2 SE1 110.7 SE1
DS-53 85.2 SE1 84.7 SE1 90.8 SE1
DS-54 87.3 SE1 84.9 SE1 102.2 SE1
DS-55 81.3 SE1 79.7 SE1 98.1 SE1
CQA Laboratory Destructive Seam Testing (Continued)
Results
SMITH GARDNER, INC.Table 2 - LLDPE-GM Seams (A1)HP Area 1 CQA Report Tables 2016-10-04.xls
Kersey Valley MSW Landfill
Area 1 Closure
TABLE 2
SUMMARY OF MATERIAL RECORD TESTS
LLDPE GEOMEMBRANE SEAMS
3 of 4
Specified Value (See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2) > 60 (See Note 2)
Sample I.D.
DS-56 80.9 SE1 86.0 SE1 101.7 SE1
DS-57 76.0 SE1 79.7 SE1 87.7 SE1
DS-58 84.3 SE1 86.6 SE1 100.6 SE1
DS-59 82.1 SE1 81.5 SE1 94.9 SE1
DS-60 78.6 SE1 81.3 SE1 92.7 SE1
DS-61 84.2 SE1 86.2 SE1 87.5 SE1
DS-62 81.7 SE1 86.6 SE1 100.9 SE1
DS-63 81.0 SE1 87.9 SE1 98.0 SE1
DS-64 80.7 SE1 82.4 SE1 90.9 SE1
DS-65 See DS-65A/65B
DS-65A 81.6 SE1 82.1 SE1 103.1 SE1
DS-65B 84.8 SE1 86.2 SE1 103.6 SE1
DS-66 78.4 SE1 84.5 SE1 99.7 SE1
DS-67 80.8 SE1 90.4 SE1 100.3 SE1
DS-68 76.2 SE1 85.9 SE1 99.4 SE1
DS-69 84.0 SE1 85.7 SE1 100.5 SE1
DS-70 72.5 SE1 78.2 SE1 93.8 SE1
DS-71 78.5 SE1 78.6 SE1 90.1 SE1
DS-72 89.8 SE1 89.8 SE1 97.0 SE1
DS-73 76.0 72.3 91.2
DS-74 93.7 SE1 98.6 SE1 106.8 SE1
DS-75 72.2 SE1 73.6 SE1 100.8 SE1
DS-76 89.1 SE1 96.7 SE1 111.2 SE1
DS-77 94.6 SE1 102.8 SE1 117.1 SE1
DS-78 98.7 SE1 94.8 SE1 116.4 SE1
DS-79 See DS-79A/79B
DS-79A 96.0 SE1 88.0 SE1 112.5 SE1
DS-79B 90.3 SE1 83.9 SE1 113.2 SE1
DS-80 98.4 SE1 95.5 SE1 113.0 SE1
DS-81 96.0 SE1 99.5 SE1 110.0 SE1
DS-82 107.7 SE1 92.2 SE1 113.5 SE1
DS-83 96.2 SE1 94.8 SE1 114.6 SE1
DS-84 104.3 SE1 94.0 SE1 112.7 SE1
DS-85 94.0 SE1 104.8 SE1 113.4 SE1
DS-86 99.8 SE1 91.0 SE1 111.5 SE1
DS-87 86.5 SE1 104.8 SE1 113.8 SE1
DS-88 81.6 SE1 78.4 SE1 82.7 SE1
DS-89 93.4 SE1 88.1 SE1 113.9 SE1
DS-90 92.0 SE1 99.7 SE1 118.2 SE1
Results
CQA Laboratory Destructive Seam Testing (Continued)
SMITH GARDNER, INC.Table 2 - LLDPE-GM Seams (A1)HP Area 1 CQA Report Tables 2016-10-04.xls
Kersey Valley MSW Landfill
Area 1 Closure
TABLE 2
SUMMARY OF MATERIAL RECORD TESTS
LLDPE GEOMEMBRANE SEAMS
4 of 4
Specified Value (See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2) > 60 (See Note 2)
Sample I.D.
DS-91 92.6 SE1 108.6 SE1 113.1 SE1
DS-92 98.8 SE1 84.8 SE1 115.4 SE1
DS-93 95.5 SE1 98.4 SE1 113.6 SE1
DS-94 See DS-94A1/94B1
DS-94A See DS-94A1
DS-94B See DS-94B1
DS-94A1 101.2 SE1 101.5 SE1 113.5 SE1
DS-94B1 100.1 SE1 96.4 SE1 116.9 SE1
DS-95 85.9 SE1 87.4 SE1 92.3 SE1
DS-96 94.5 SE1 94.7 SE1 117.3 SE1
DS-79 See DS-97A/97B
DS-97A 98.0 SE1 91.1 SE1 113.5 SE1
DS-97B 89.8 SE1 96.2 SE1 118.0 SE1
DS-98 92.3 SE1 90.5 SE1 116.2 SE1
DS-99 98.2 SE1 102.0 SE1 115.3 SE1
DS-100 100.9 SE1 95.2 SE1 112.9 SE1
DS-101 99.7 SE1 93.7 SE1 112.2 SE1
DS-102 82.0 SE1 94.4 SE1 100.6 SE1
DS-103 107.8 SE1 91.6 SE1 111.2 SE1
DS-104 109.0 SE1 84.6 SE1 111.2 SE1
DS-105 104.2 SE1 85.6 SE1 111.3 SE1
DS-106 94.7 SE1 82.5 SE1 114.7 SE1
Minimum Value 72.2 Pass 72.3 Pass 82.7 Pass
Maximum Value 110.4 Pass 108.6 Pass 122.7 Pass
Average Value 92.3 Pass 92.4 Pass 108.4 Pass
Quantity of Geomembrane Seams:52,709 LF (+/-)
Number of Production Seaming Days:13 Days
Notes:
1. Values listed for shear and peel strengths are for 4 out of 5 test specimens; the 5th specimen can be as low as 80% of the specified values.
2. Regarding the locus-of-break patterns of the different seaming methods in shear and peel, refer to the project specifictions.
CQA Laboratory Destructive Seam Testing (Continued)
Results
SMITH GARDNER, INC.Table 2 - LLDPE-GM Seams (A1)HP Area 1 CQA Report Tables 2016-10-04.xls
Kersey Valley MSW Landfill
Area 1 Closure
TABLE 3
SUMMARY OF MATERIAL CONTROL TESTS
DRAINAGE GEOCOMPOSITE
Units sec-1 m3/m/sec
Test Method ASTM D 4491 ASTM D 4716
Required Test Frequency 100,000 ft2 or 1 per Lot 1 per Lot
No. of Tests Required 12 1
No. of Tests Performed 12 1
Specified Value > 1.0 > 1.0 x 10-3
Sample I.D.
L15071-01-01 (Roll P18V00051) 2.02 1.86E-03
L15071-01-02 (Roll P18V00511) 1.93
L15071-01-03 (Roll P18V00871) 1.99
L15071-01-04 (Roll P18V01231) 2.08
L15071-01-05 (Roll P19V00341) 2.08
L15071-01-06 (Roll P19V00351) 2.05
L15071-01-07 (Roll P19V00701) 2.08
L15071-01-08 (Roll P19V01061) 1.93
L15071-01-09 (Roll P20V00321) 2.08
L15071-01-10 (Roll P20V00761) 2.03
L15071-01-11 (Roll P20V01121) 2.10
L15071-01-12 (Roll P21V00131) 2.22
Minimum Value 1.93 1.86E-03
Maximum Value 2.22 1.86E-03
Average Value 2.05 1.86E-03
Quantity of
Drainage Geocomposite Received:1,192,225 SF
1 Lots
Results
Property
Permittivity Transmissivity
SMITH GARDNER, INC.Table 3 - Dr. Geocomposite (A1)HP Area 1 CQA Report Tables 2016-10-04.xls

This page intentionally left blank.
Kersey Valley MSW Landfill
Area 1 Closure
TABLE 4
SUMMARY OF MATERIAL CONTROL TESTS
GEOTEXTILES
MD1 CD1 MD CD MD CD
Units lbs U.S. Sieve
Test Method ASTM D 4833 ASTM D 4751
Required Test Frequency 100,000 ft2 or 1 per Lot 100,000 ft2 or 1 per Lot2
No. of Tests Required 11
No. of Tests Performed 11
Specified Value > 55 > 70
Sample I.D.
L15043-18-01 (Roll 040599028) 146 153 92 115 432 72 89 70
Minimum Value 146 153 92 115 432 72 89 70
Maximum Value 146 153 92 115 432 72 89 70
Average Value 146 153 92 115 432 72 89 70
Quantity of Type GT-T Geotextile Received:80,000 SF (Approx.)
1 Lots
Note:
1. MD = Machine Direction; CD = Cross Machine Direction
Property
Tensile Properties
Puncture Resistance
Trapezoidal Tear
Strength Apparent Opening Size
(AOS)Grab Strength Grab Elongation
lbs %lbs
ASTM D 4632 ASTM D 4632 ASTM D 4533
Type GT-T Geotextile
11 1
100,000 ft2 or 1 per Lot 100,000 ft
2 or 1 per Lot 100,000 ft2 or 1 per Lot
Results
11 1
> 160 > 50 > 55
SMITH GARDNER, INC.Table 4 - Geotextiles (A1)HP Area 1 CQA Report Tables 2016-10-04.xls

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Appendix A
Reference Documents (Permits & Approvals)
Construction Quality Assurance Report
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

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Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct February 3, 2015 Doc ID:22835
Page 1 of 16
North Carolina Department of Environment and Natural Resources Division of Waste Management Pat McCrory Donald R. van der Vaart Governor Secretary
1646 Mail Service Center, Raleigh, North Carolina 27699-1646 Phone: [phone] Internet: http://portal.ncdenr.org/web/wm/sw
An Equal Opportunity / Affirmative Action Employer – Printed on Dual Purpose Paper
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WASTE MANAGEMENT SOLID WASTE SECTION
SOLID WASTE MANAGEMENT FACILITY
Permit No. 4104-MSWLF-1991
CITY OF HIGH POINT is hereby issued a
PERMIT TO CONSTRUCT
4104-MSWLF-1991, CITY OF HIGH POINT - Phase 5A & 5B
PERMIT TO OPERATE
4104-MSWLF-1991, CITY OF HIGH POINT - Phase 1 – 3A & 4 PERMIT FOR CLOSURE
Not Applicable

Located at 3748 East Kivett Drive, High Point, North Carolina, in accordance with Article 9, Chapter
130A, of the General Statutes of North Carolina and all rules promulgated thereunder and subject to the
conditions set forth in this permit. The legal description of the site is identified on the deed recorded for this property listed in Attachment 1 of this permit.

Edward F. Mussler, III, P.E., Supervisor Permitting Branch, Solid Waste Section
Division of Waste Management, NCDENR

Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct
February 3, 2015 Doc ID:22835
Page 2 of 16

ATTACHMENT 1
GENERAL PERMIT CONDITIONS/INFORMATION
PART I: GENERAL FACILITY
Permit to Operate Data Table
Permit Status Issuance Expiration DIN
4104-MSWLF-1991, City of High Point, Kersey Valley Landfill Active June 27, 2011 June 27, 2016 13265
General Conditions
1. This permit is issued by the North Carolina Department of Environment and Natural Resources,
Division of Waste Management, Solid Waste Section (Section). In accordance with North
Carolina Solid Waste Management Rule 15A North Carolina Administrative Code (NCAC)
13B .0201(d), a solid waste management facilities permit shall have two parts: a permit to construct and a permit to operate. The permit to construct must be implemented in accordance
with Attachment 2 of this permit. The permit to operate must be implemented in accordance
with Attachment 3 of this permit.
2. The person or persons to whom this permit is issued (“Permittee”) are the owners and operators
inclusively of the solid waste management facility. 3. The Permit to Construct & Operate for this facility, dated June 10, 2009, was recorded by the
Guildford County Register of Deeds on August 6, 2009 in Book R 7046 on Page 8-25 (DIN
10039).
4. When this property is sold, leased, conveyed, or transferred in any manner, the deed or other
instrument of transfer must contain in the description section in no smaller type than that used in the body of the deed or instrument, a statement that the property has been used as a sanitary
waste management facility and a reference by book and page to the recordation of the permit.
5. By receiving waste at this facility, the Permittee shall be considered to have accepted the terms
and conditions of this permit.
6. Operation of this solid waste management facility must be in accordance with the Solid Waste Management Rules, 15A NCAC 13B; Article 9 of the Chapter 130A of the North Carolina
General Statutes (NCGS 130A-290, et seq.); the conditions contained in this permit; and the
approved plan. Should the approved plan and the rules conflict, the Solid Waste Management
Rules shall take precedence unless specifically addressed by permit condition. 7. This permit is issued based on the documents submitted in support of the application for
permitting the facility including those identified in Attachment 1, Part II “List of Documents
for Approved Plan,” which constitutes the approved plan for the facility. Where discrepancies
exist, the most recent submittals and the Conditions of Permit shall govern.
8. This permit may be transferred only with the approval of the Solid Waste Section through the issuance of a new or substantially amended permit in accordance with applicable statutes and
rules. In accordance with NCGS 130A-295.2(g), the Permittee must notify the Solid Waste
Section thirty (30) days prior to any significant change in the identity or business structure of
either the owner or the operator including but not limited to a proposed transfer of ownership of
the facility or a change in the parent company of the owner or operator of the facility.

Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct
February 3, 2015 Doc ID:22835
Page 3 of 16

9. The Permittee is responsible for obtaining all permits and approvals necessary for the development of this project including approval from appropriate agencies for a General or
Individual NPDES Stormwater Discharge Permit. Issuance of this permit does not remove the
Permittee’s responsibilities for compliance with any other local, state or federal rule, regulation
or statute.

Properties Approved for the Solid Waste Management Facility
Guildford County, N.C. Register of Deeds
Property Book Page Acreage Grantor Grantee
Original
Permit
2902 908 118.9 High Point
Mortgage and Investment Corp.
City of High Point
Van Dusen
Tract
4653 1912 22.93
(See Note 2)
Alice S. and Marvin
Van Dusen
City of High Point
Property Sold
to MRR
5350 1568 - 2.76 City of High Point MRR of High Point,
LLC Ingram Tract 5350 1560 11.42 MRR of High Point, LLC
City of High Point
Oak Grove Church Tract
6196 1757 5.17 Elbert Campbell, Trustee & David C.
Harvell, Trustee of Oak Grove Baptist
Church
City of High Point
Robertson Tract
6442 2448 6.28 Elizabeth B. Robertson, Widow,
by and through her Attorney-in-Fact,
Gerald Robertson
City of High Point
Old Kivett
Loop Right - Of - Way
----- ----- 1.73 ----- -----
Total: 163.7
Notes:
1. Deed book references are from the Guilford County, NC Register of Deeds office (http://www.co.guilford.nc.us/departments/rod/). 2. Acreage for Van Dusen Tract does not include 0.44 acres of right-of-way.

Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct
February 3, 2015 Doc ID:22835
Page 4 of 16

PART II: MUNICIPAL SOLID WASTE LANDFILL UNIT(S)

4104-MSWLF-1991, City of High Point, Kersey Valley MSW Landfill Permitting History

List of Documents for Approved Plan 1. Document Construction Plans (sheets 1A through 16) for the Kersey Valley Balefill
(Revised May, 1991).
2. Certified Copy of Solid Waste Permit No. 41-04, October 29, 1980.
3. Operations Manual, prepared by the City of High Point, dated September 1993.
4. Design Report, Kersey Valley Landfill-Phase 2, High Point, North Carolina. Prepared
for: City of High Point Public Services Department, High Point, North Carolina.
Prepared by: G.N. Richardson & Associates, Raleigh, NC. April 1996, as amended through September 1996.
5. Hydrogeology and Preliminary Design Report, Kersey Valley Phase II MSW Landfill,
High Point, North Carolina. Prepared for: City of High Point Public Services
Department, High Point, North Carolina. Prepared by: G.N. Richardson & Associates,
Raleigh, NC. April 1996, as amended through July 31, 1996. 6. Drawings entitled Kersey Valley Landfill-Phase 2, Permit Drawings. Prepared for:
City of High Point Public Services Department. Prepared by: G.N. Richardson &
Associates, Raleigh, NC. April 1996, as amended through September 1996. 20 Sheets.
7. Permit to Construct Application, Kersey Valley MSW Landfill - Phase 3, High Point, North Carolina. Prepared for: City of High Point Public Services Department. Prepared by: G.N. Richardson & Associates. November 1999.
Permit Type Date Issued DIN
Date of Original Issue October 20,1980
Permit to Construct Phase 1 (Area 1) July 10, 1991
Permit to Operate Phase 1 October 5, 1993
Permit Amendment, Alternate Closure Cap System November 21, 1995
Permit to Construct Phase 2 (Area 1) October 14, 1996
Permit to Operate Phase 2 September 4, 1997
Permit Amendment, Phase 2 Phasing Plan Mod. January 6, 1998
Permit to Construct Phase 3 (Area 1) July 5, 2000
Permit to Operate Phase 3 September 12, 2001
Permit to Operate Phase 3A (Vertical Expansion) June 10, 2009 6568
Permit to Construct Phase 4 (Area 2) June 10, 2009 6568
Permit to Operate Phases 1 - 4 June 27, 2011 13265
Permit to Construct Phase 5A & 5B (Area 2) February 3, 2015 22835

Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct
February 3, 2015 Doc ID:22835
Page 5 of 16

8. Part 2 - Permit to Construct Application, Detailed Hydrogeological Report, Kersey Valley MSW Landfill, Phase 3, High Point, North Carolina, Prepared for: City of
High Point Public Services Department. Prepared by: G.N. Richardson & Associates.
November 1999.
9. Plans entitled Kersey Valley MSW Landfill - Phase 3 Permit Drawings. Prepared for: City of High Point Public Services Department. Prepared by: G.N. Richardson & Associates. November 1999.
10. Site Suitability Permit Application for Kersey Valley Expansion, Part 1. prepared by
G.N. Richardson & Associates and David Garrett, P.G., P.E.. February 2005 Revised
October 2006. DIN 6680
11. Site Suitability Permit Application for Kersey Valley Expansion, Part 2. prepared by G.N. Richardson & Associates and David Garrett, P.G., P.E.. February 2005 Revised
October 2006. DIN 6737.
12. Permit to Construct Application Kersey Valley MSW Landfill – Phases 3A & 4, Volume 1 of 2 (Design Engineering). Prepared for City of High Point. Prepared by Richardson, Smith, Gardner, & Associates, September 2007 and revised through January 2009. DIN 6572.
13. Permit to Construct Application Kersey Valley MSW Landfill – Phases 3A & 4,
Volume 2 of 2 (Design Hydrological Report). Prepared for City of High Point.
Prepared by Richardson, Smith, Gardner, & Associates, September 2007 and revised through January 2009. DIN 6720.
14. Ground Water Monitoring Well Installation, Piezometer Abandonment and Subgrade
Certification, City of High Point Kersey Valley MSW Landfill - Phase 4. Prepared by
Richardson, Smith, Gardner & Associates, December 13, 2010. DIN 13586.
15. Construction Quality Assurance Report, Kersey Valley MSW Landfill – Phase 4. Prepared for City of High Point. Prepared by Richardson, Smith, Gardner, & Associates. January 19, 2011, revised April 18, 2011 (Operations Plan). DIN 13164 &
13685.
16. Permit to Construct Application, City of High Point, Kersey Valley MSW Landfill – Phases 5A & 5B. Prepared for City of High Point Department of Public Works. Prepared by Smith + Gardner, Inc. July 31, 2014. DIN 21805. Revised January 27, 2015.

17.
Water Quality Monitoring Plan, City of High Point, Kersey Valley MSW Landfill.
Prepared for City of High Point Department of Public Works by Smith + Gardner, Inc.
January 16, 2015. DIN 23119.
18. Landfill Gas Monitoring Plan, City of High Point, Kersey Valley MSW Landfill. Prepared for City of High Point Department of Public Works by Smith + Gardner, Inc.
January 16, 2015. DIN 23120.

Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct
February 3, 2015 Doc ID:22835
Page 6 of 16

PART III: CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL UNIT(S) Not Applicable
PART IV: INDUSTRIAL LANDFILL UNIT(S)
Not Applicable
PART V: LAND CLEARING AND INERT DEBRIS LANDFILL UNIT(S) Not Applicable
PART VI: TRANSFER STATION/TREATMENT & PROCESSING UNIT(S)
Not Applicable
PART VII: MISCELLANEOUS SOLID WASTE MANAGEMENT Not Applicable - End of Section –
ATTACHMENT 2
CONDITIONS OF PERMIT TO CONSTRUCT PART I: GENERAL FACILITY
1. The issuance date for this Permit to Construct is February 3, 2015. The initial, substantial,
construction authorized by this Permit to Construct must commence within 18 months from the
issuance date of this permit. If substantial construction does not begin within 18 months from the issuance date of this permit, then the permit to construct shall expire. Substantial construction includes, but is not limited to, issuance of construction contracts, mobilization of
equipment on site, and construction activities including installation of sedimentation and
erosion control structures. The permittee may reapply for the permit to construct prior to the
expiration date. The re-application will be subject to the statutes and rules in effect on that date and may be subject to additional fees. 2. Construction of all solid waste management units within this facility must be in accordance
with the pertinent approved plans and only for those phases of development approved for
construction as described in Attachment I, Part II List of Documents for the Approved Plan.
3. The permittee must conduct a preconstruction meeting at the facility prior to initiating construction of any unit/cell and must notify the Section at least 10 days prior to the meeting. 4. Modifications or revisions of the approved documents or changes during construction of any
landfill unit/cell require approval by the Section, and may constitute a permit modification and
be subject to a permitting fee.
Geologic, Ground Water and Monitoring Requirements 5. Prior to issuing the Permit to Operate, samples from new ground water monitoring wells and surface water stations shall be sampled for the Appendix I constituent list.
6. Prior to construction of the phase or cell(s) within the phase, all piezometers, borings, and
groundwater monitoring wells within the footprint must be properly abandoned in accordance
with 15A NCAC 2C .0113 (b)(1), entitled “Abandonment of Wells.” 7. A Licensed Geologist must report any pertinent geological feature(s) exposed during phase or cell excavation. Prior to placing any landfill liner, the geologist must submit to the Section

Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct
February 3, 2015 Doc ID:22835
Page 7 of 16

hydrogeologist a written report that includes an accurate description of the exposed geological feature(s) and effect of the geological feature(s) on the design, construction, and operation of
the cell, phase, or unit.
8. A Licensed Geologist must supervise installation of groundwater monitoring wells and surface
water sampling stations. 9. Any modification to the approved water quality monitoring, sampling, and analysis plan must be submitted to the Section Hydrogeologist for review.
10. Within 30 days of completed construction of each new groundwater monitoring well, a well
construction record (GW-1 form), typical well schematic, boring log, field log and notes, and
description of well development activities must be submitted to the Section. Each monitoring well and gas probe must be surveyed for location and elevation 11. The permittee must provide a plan sheet-sized, scaled topographical map, showing the location
and identification of new, existing, and abandoned wells and piezometers after installation of
groundwater monitoring wells.
12. Within thirty (30) days of the completed permanent abandonment of a ground-water monitoring well, the well abandonment record (GW-30 form) and any additional information included in the abandonment record) must be submitted to the Section. The well abandonment records
must be submitted to the Solid Waste Section in accordance with 15A NCAC 2C .0114(b) and
be certified by a Licensed Geologist.
13. All forms, reports, maps, plans, and data submitted to the Section must include an electronic copy. Erosion and Sedimentation Control Requirements
14. All required sedimentation and erosion control measures must be installed and operable to
mitigate excessive on-site erosion and to prevent silt from leaving the Landfill Facility during
the service life of the facility. 15. All earth disturbing activities must be conducted in accordance with the Sedimentation Pollution Control Act of 1973 (15 NCAC 4) and consistent with any other local, state or federal
requirements.
16. Facility construction, operations or practices must not cause or result in a discharge of
pollution, dredged material, and/or fill material into waters of the state in violation of the requirements under Sections 401 and 404 of the Clean Water Act, as amended. 17. Modifications to the approved sedimentation and erosion control activities require approval by
the North Carolina Land Quality Section. The Section must be notified of any sedimentation
and erosion control plan modifications.
18. Pursuant to the NC Solid Waste Management Rule (Rule) 15A NCAC 13B .1626(5) burning of land-clearing debris generated on site as a result of construction activities requires approval by the Section prior to initiating the burn. In addition, the Division of Air Quality and local fire
department must approve the activity prior to burning.

PART II: MUNICIPAL SOLID WASTE LANDFILL UNIT(S)
19. Pursuant to the NC Solid Waste Management Rules (Rules) 15A NCAC 13B .0201 (c) and (d)(1), This permit approves the construction of Phases 5A & 5B of Area 2 of the City of High
Point, Kersey Valley MSW Landfill in accordance with the approved plan referenced in

Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct
February 3, 2015 Doc ID:22835
Page 8 of 16

Attachment 1, Part II, of this permit. Phase 4 was constructed and received its Permit to Operate on June 27, 2011.
20. The following conditions must be met prior to operation of Phase 5A & 5B of Area 2:
a. The Permittee must obtain a Permit to Operate for Area 2, Phase 5A and 5B from the
Section in accordance with 15A NCAC 13B .0201(d). b. Construction Quality Assurance (CQA) documentation as well as a certification by the project engineer that the landfill was built in accordance with approved plans and the
conditions of the permit must be submitted to the Section for review and approval.
c. The Permittee must contact the appropriate regional environmental specialist and permitting
engineer to determine whether the Section chooses to hold a pre-operative meeting with key landfill personnel and representatives of the Section. d. The edge of the waste footprint must be identified and maintained with permanent physical
markers.
e. The Financial Assurance instrument for approved Closure and Post-closure Care costs must
be submitted and approved by the Section. f. A permitting activity modification fee must be paid. g. Leachate lines in areas of new construction must be cleaned and camera inspected after
construction is complete. Documentation shall be submitted to the section as part of the
CQA report.
PART III: CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL UNIT(S) Not Applicable
PART IV: INDUSTRIAL LANDFILL UNIT(S)
Not Applicable
PART V: LAND CLEARING AND INERT DEBRIS LANDFILL UNIT(S) Not Applicable
PART VI: TRANSFER STATION/TREATMENT & PROCESSING UNIT(S)
Not Applicable
PART VII: MISCELLANEOUS SOLID WASTE MANAGEMENT
Not Applicable
- End of Section –
Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct February 3, 2015
Doc ID: 22835 Page 9 of 16

ATTACHMENT 3 CONDITIONS OF PERMIT TO OPERATE

PART I: GENERAL FACILITY
4104-MSWLF-1991, City of High Point, Kersey Valley MSW Landfill 1. All sedimentation and erosion control activities must be conducted in accordance with the
Sedimentation Control Act NCGS 113A-50, et seq., and rules promulgated under 15A
NCAC 4. All required sedimentation and erosion control measures must be installed and
operable to mitigate excessive on-site erosion and to prevent silt from leaving the area of the
landfill unit during the service life of the facility. 2. Facility construction, operations or practices must not cause or result in a discharge of
pollution, dredged material, and/or fill material into waters of the state in violation of the
requirements under Sections 401 and 404 of the Clean Water Act, as amended.
3. Modifications to the approved sedimentation and erosion control activities require approval
by the North Carolina Land Quality Section. The Solid Waste Section must be notified of any sedimentation and erosion control plan modifications.
4. Copies of this permit, the approved plans, and all records required to be maintained in the
operating record by the permittee must be maintained at the facility, unless otherwise
approved by the Section, and made available to the Section upon request during normal
business hours. 5. All forms, reports, maps, plans, and data submitted to the Section must include an electronic
(pdf) copy.
6. Open burning of solid waste is prohibited. Fires must be reported to the Regional Waste
Management Specialist within twenty-four (24) hours of the occurrence with a written
notification to be submitted within fifteen (15) calendar days of the occurrence. Fire lanes must be maintained and passable at all times. Dimensions of the fire lanes must be
coordinated with the Fire Marshall having jurisdiction over the site.
7. Processing of materials, shredding, or grinding must not take place at the facility unless
approval has been granted under the special use permit and a revised operations plan has
been submitted to the Solid Waste Section. 8. The facility must be adequately secured by means of gates, chains, berms, fences, or other
security measures approved by the Section to prevent unauthorized entry.
9. Interior roadways must be of all-weather construction and maintained in good condition.
10. The edge of the waste footprint for all disposal units must be identified and maintained with
permanent physical markers. 11. Signs must be posted at the entrance to the facility that state that no hazardous waste or liquid
waste can be received at the facility; and that provide information on dumping procedures,
the hours of operation, the permit number, and other pertinent information. Traffic signs or
markers must be provided as necessary to promote an orderly traffic pattern to and from the
discharge area and to maintain efficient operating conditions. 12. The following, at a minimum, must not be accepted for disposal at the facility: hazardous
waste, yard trash, liquid wastes, regulated medical waste, sharps not properly packaged, PCB
waste as defined in 40 CFR 761, and wastes banned from disposal in North Carolina by G.S.
130A-309.10(f).
Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct February 3, 2015
Doc ID: 22835 Page 10 of 16

13. The permittee is required to make application for a permit amendment for subsequent phases
of landfill development, in accordance with NCGS 130A-295.8(b)(2).
PART II: MUNICIPAL SOLID WASTE LANDFILL UNIT(S)
General Conditions
14. Financial assurance as required by state rules and statutes must be continuously maintained for the duration of the facility in accordance with applicable rules and statutes. Closure and
Post-Closure cost estimates and financial instruments must be updated annually pursuant to
15A NCAC 13B .1628.
15. Pursuant to the NC Solid Waste Management Rule (Rule) 15A NCAC 13B .1626(5) burning
of land-clearing debris generated on-site, as a result of construction activities, requires approval by the Section prior to initiating the burn. In addition, the Division of Air Quality
and local fire department must approve the activity prior to burning.
16. The permittee must not knowingly dispose of any type or form of municipal solid waste that
is generated within the boundaries of a unit of local government that by ordinance:
a. Prohibits generators or collectors of municipal solid waste from disposing of that type or form of municipal solid waste.
b. Requires generators or collectors of municipal solid waste to recycle that type or form of
municipal solid waste.
17. The leachate collection system must be maintained in accordance with 15A NCAC 13B
.1626(12)(a). The permittee shall prepare a plan detailing the maintenance of the system and must submit it to the Section for review and approval no later than July 1, 2009. The plan
shall include provisions for periodic cleaning and visual inspection. Documentation of the
inspections, and cleaning and monitoring must be included in the operating records of the
facility and provided to the Section upon request.
18. The facility operator must complete an approved operator training course in compliance with G.S. 130A-309.25.
a. A responsible individual certified in landfill operations must be on-site during all
operating hours of the facility to ensure compliance with operational requirements.
b. All pertinent landfill-operating personnel must receive training and supervision necessary
to properly operate the landfill units in accordance with G.S. 130A-309.25 and addressed by memorandum dated November 29, 2000.
19. Closure or partial closure of any MSWLF unit must be in accordance with the Closure Plans
described in the approved plans and 15A NCAC 13B .1629. Final Closure Plans must be
submitted to the Section at least 90 days prior to implementation.
20. The facility must maintain records for all solid waste materials accepted as alternative cover material and used as alternate daily cover. The records must include: the date of receipt,
weight of material, general description of the material, identity of the generator and
transporter, and county of origin. Such records must be made available to the Section upon
request.
Monitoring and Reporting Requirements 21. Groundwater, surface water, and landfill gas monitoring must be conducted as specified in
the approved plans. Any modification to the approved water quality monitoring, sampling,
and analysis plans must be submitted to the Section Hydrogeologist for review and approved
prior to implementation.
Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct February 3, 2015
Doc ID: 22835 Page 11 of 16

22. The four independent samples which comprise the initial baseline sampling event must be
collected from each groundwater monitoring well and the report must be submitted to the
Section within six months after issuance of the Permit to Operate.
23. Ground water monitoring wells and surface water sampling locations must be sampled for
Appendix I constituents at least semi-annually in accordance with 15A NCAC 13B .1633(b), the approved water quality monitoring plan, and the current policies and guidelines of the
Section in effect at the time of sampling. Landfill gas monitoring must be conducted
quarterly in accordance with 15A NCAC 13B .1626(4) unless otherwise specified by the
Section.
24. Reports of the analytical data from surface water and groundwater monitoring sampling events must be submitted to the Section within 120 days of the sample collection date.
Analytical laboratory data must be submitted in electronic portable document format (pdf)
and in spreadsheet format in an Electronic Data Deliverable (EDD) template. All monitoring
reports must contain:
a. potentiometric surface map for the current sampling event; b. analytical laboratory reports and summary tables;
c. a completed Solid Waste Environment Monitoring Data Form, and
d. laboratory data submitted in accordance with EDD template.
25. Records of all groundwater, surface water, and leachate analytical data, and records of
landfill gas monitoring events must be kept as part of the operating record. 26. Untreated leachate must be sampled and analyzed at least semi-annually concurrently with
the groundwater water and surface water sampling. The leachate must be analyzed for all
Appendix I constituents, pH, specific conductance, BOD, COD, nitrates, sulfates, and
phosphates. Test results must be submitted to the Section along with groundwater and surface
water test results. In the event leachate is recirculated, additional leachate sampling may be required.
27. A readily accessible unobstructed path must be cleared and maintained so that four-wheel
vehicles may access monitoring well locations at all times.
28. Documentation of well completion, development, repair, abandonment, and other pertinent
activities associated with each groundwater and landfill gas monitoring well must be kept as part of the permanent facility operating record. The permittee must maintain a record of all
groundwater, surface water, and landfill gas monitoring events and analytical results in the
facility operating record.
29. The permittee is responsible to employ properly trained personnel to conduct landfill gas
monitoring. 30. Landfill gas monitoring must be conducted at the facility including interior monitoring of on-
site buildings in accordance with the approved plan, 15A NCAC 13B .1626 (4), and
applicable air quality permits. The permittee must sample landfill gas quarterly unless
otherwise required for corrective action or specified by the Section.
31. The permittee must maintain records of all landfill gas monitoring events in the operating record in accordance with 15A NCAC 13B .1626 (10) (iii). Landfill gas monitoring reports
must be added to the facility’s operating record within seven days of the monitoring event,
and must include a description of the monitoring method used, the sampling results of each
well and on-site buildings in percent of the lower explosive limit (LEL), date of monitoring,
weather conditions, calibration report, and signature of the sampling personnel.
Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct February 3, 2015
Doc ID: 22835 Page 12 of 16

32. If landfill gas monitoring detects methane at greater than 25 percent of the LEL for methane
in facility structures, or the concentration of methane exceeds the LEL of methane at the
compliance boundary, the permittee must comply with the requirements of 15A NCAC 13B
.1626 (4).
33. The owner or operator must maintain a record of the amount of solid waste received at the landfill unit, compiled on a monthly basis. Scales must be used to establish and record an
average weight of waste per truck load, once the average weight is established the Facility
shall maintain a record of truck loads received.
34. The use of leachate recirculation as a leachate management tool requires approval by the
Section prior to implementation. Requests for leachate recirculation approval must include a comprehensive management plan developed according to Section guidelines and which is
consistent with the approved operation plan. Plans which are approved by the Section will be
incorporated into, and a part of the List of Documents for the Approved Plan.

4104-MSWLF-1991, City of High Point, Kersey Valley MSW Landfill Specific Conditions
35. The Permit to Operate shall expire June 27, 2016. Pursuant to 15A NCAC 13B .0201(g), no
later than December 28, 2015, the owner or operator must submit a request to the Section for
permit review and must update pertinent facility plans including, but not limited to, the facility operation and waste screening plans.
36. This permit approves the continued operation of Phases 1, 2, 3, 3A and 4 of the municipal
solid waste landfill as well as the onsite environmental management and protection facilities
as described in the approved plans.
37. This facility is permitted to receive solid waste generated within Guilford, Randolph, Davidson and Forsyth Counties in the State of North Carolina, consistent with the local
government waste management plan and with local government approval and as defined in
G.S. 130-290 (a)(35), except where prohibited by the N. C. General Statues Article 9 of
Chapter 130A, and the rules adopted by the Commission for Health Services.
38. The facility is permitted to co-dispose of wastewater treatment sludge generated within the facility's approved service area, and subject to the terms and procedures of the approved plan.
39. On or before August 1 annually, the Permittee must submit an annual facility report to the
Solid Waste Section, on forms prescribed by the Section.
a. The reporting period shall be for the previous year beginning July 1 and ending June 30. b. The annual facility report must list the amount of waste received and landfilled in tons
and be compiled:
i) On a monthly basis.
ii) By county, city or transfer station of origin.
iii) By specific waste type. iv) By disposal location within the facility.
v) By diversion to alternative management facilities.
c. A measurement of volume utilized in the landfill cells must be performed during the first
or second quarter of the calendar year. The date and volumes, in cubic yards, must be
included in the report.
Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct February 3, 2015
Doc ID: 22835 Page 13 of 16

d. For MSW, the amount of waste, in tons from scale records, disposed in landfill cells from
October 8, 1993 through the date of the annual volume survey must be included in the
report.
e. The completed report must be forwarded to the Regional Waste Management Specialist
for the facility by the date due on the prescribed annual facility report form. f. A copy of the completed report must be forwarded to each county manager for each
county from which waste was received at the facility. Documentation that a copy of the
report has been forwarded to the county managers must be sent to the Regional Waste
Management Specialist by the date due on the prescribed annual facility report form.
40. In accordance with 130A-295.6 this landfill may use alternative daily cover (ADC) that has been previously approved at another sanitary landfill in North Carolina. The Solid Waste
Section maintains a list of approved ADC and its appropriate use, which may be referred to,
but is not required to be, in determining ADC types and uses. Soil cover shall be applied at a
minimum of one time per week in accordance with Rule .1626 (2). Soil shall be applied more
frequently, if needed, to control nuisance, odor or vectors. a. The use of different alternative daily cover requires approval, prior to implementation, by
the Solid Waste Section. Requests for alternative daily cover approval must include a
plan detailing the comprehensive use and a demonstration of the effectiveness of the
alternative daily cover. The plan must be developed according to Section guidelines.
Plans which are approved by the Section will be incorporated into, and made a part of, the approved documents listed in Attachment 1.
b. The use of a fabric tarp as an alternate daily cover was previously approved and is subject
to the terms and conditions of operation as set forth in the plan. Soil cover shall be
applied at a minimum of one time per week in accordance with Rule .1626 (2). Soil shall
be applied more frequently, if needed, to control disease vectors, fires, odors, blowing litter and scavenging.
41. The facility is approved to accept approximately 200,000 tons per year, approximately 791
tons per day (253 days per year), with a maximum variance in accordance with GS 130A-
294(b1)(1) as listed in Attachment 1, Part II. The following table lists the dimensions and
details for the MSW landfill units. The gross capacity includes waste, daily cover, intermediate cover, and final cover.

1.
Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct February 3, 2015
Doc ID: 22835 Page 14 of 16

Landfill Unit
Area
(Acres)
Gross Capacity
(CY)
Net (Waste)
Capacity
(Tons)
Life Expectancy
(Years)1
Area 1:
Phases 1-3A (Used)
Phases 1-3A (Remaining)

39.1

3,211,267
181,779

2,034,414
33,370

-----
0.3
Area 2:
Phase 4 (Used) Phase 4
(Remaining)

Phase 5A-Construction Approved
Phase 5B-Construction Approved

11.9

3.6 13.8

451,830
190,201

265,420
1,761,366

244,923
104,611

145,981
1,083,436

-----
0.9

1.3
9.4

Total (Lined) 68.4
6,061,863
3,646,735 11.9
Note:
1. Life expectancy for the active Phase 4 unit shown above is from 6/2/14. Life expectancies are based on a disposal rate of 115,000 tons/year.
42. Prior to disposal in a new cell previously separated from the active disposal cell by rainwater
and leachate separation devices involving rainwater flaps welded to the liner and/or
disconnected leachate lines, a construction certification shall be placed in the facility
operating record. The certification must describe the proper removal of temporary rainwater devices and reconnection of leachate collection lines in accordance with Attachment 1, Part
II. The document must also contain a statement of certification by the facility’s trained
landfill operator, N. C. registered professional engineer, or other person approved by the
Section, that the construction was properly completed according to the approved plans.

PART III: CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL UNIT(S)
Not Applicable
PART IV: INDUSTRIAL LANDFILL UNIT(S)
Not Applicable
PART V: LAND CLEARING AND INERT DEBRIS LANDFILL UNIT(S)
Not Applicable
PART VI: TRANSFER STATION/TREATMENT & PROCESSING UNIT(S)
Not Applicable
PART VII: MISCELLANEOUS SOLID WASTE MANAGEMENT
General Conditions 43. Wastes received and product stored shall be maintained in reasonably sized piles with
adequate fire breaks and lanes in accordance with the approved operational plans and the
pertinent rules.
Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct February 3, 2015
Doc ID: 22835 Page 15 of 16

44. Surface water shall be diverted from all operational and storage areas to prevent standing
water in operational areas and under or around storage piles. Water that comes in contact
with solid waste shall be contained on-site or properly treated prior to discharge.
45. These areas shall be operated and maintained with sufficient dust control measures to
minimize airborne emissions and to prevent dust from becoming a nuisance or safety hazard. 46. These areas shall be operated and maintained in a manner so as to minimize odors, prevent
the creation of a nuisance, potential health hazard, or a potential fire hazard.
47. Effective vector control measures shall be applied as necessary to control flies, rodents,
insects, or vermin.
48. All miscellaneous solid waste management activities must be managed within the facility in the areas identified in the approved plans. Management of solid waste in areas of the facility
other than that referenced above, require written permission of the Solid Waste Section.
Operational Conditions – Treatment & Processing (Wood Grinding)
49. The facility is permitted to operate a treatment and processing facility as defined in 15A
NCAC 13B, Rule .0101(49). 50. The facility is permitted to receive land clearing waste as defined in 15A NCAC 13B, Rule
.0101(23).
51. The facility is permitted to receive wooden pallets constructed of unpainted and untreated
natural wood.
52. The facility is permitted to receive yard trash as defined in 15A NCAC 13B, Rule .0101(55). However, this ground material containing yard trash may not be distributed to the public
unless it has been composted in accordance with Rule .1400.
53. The facility must manage the treatment and processing according to the Operation Plan
included in the List of Documents for the Approved Plan. Any revisions to the approved
plan shall be approved by the Section, prior to implementation.
Operational Conditions- Convenience Center
54. The facility must manage the Convenience Center according to the Operation Plan included
in Attachment 1, Part II: "List of Documents for the Approved Plan." Any revisions to the
approved plan shall be approved by the Section, prior to implementation. - End of Section –

ATTACHMENT 4 CONDITIONS OF PERMIT FOR CLOSURE
PART I: GENERAL FACILITY
Not Applicable
PART II: MUNICIPAL SOLID WASTE LANDFILL UNIT(S)
PART III: CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL UNIT(S)
Not Applicable
PART IV: INDUSTRIAL LANDFILL UNIT(S) Not Applicable

Facility Permit No: 4104 City of High Point MSW Landfill Permit to Construct February 3, 2015
Doc ID: 22835 Page 16 of 16

PART V: LAND CLEARING AND INERT DEBRIS LANDFILL UNIT(S)
Not Applicable
PART VI: TRANSFER STATION/TREATMENT & PROCESSING UNIT(S)
Not Applicable
PART VII: MISCELLANEOUS SOLID WASTE MANAGEMENT
Not Applicable - End of Conditions -

Appendix B
Design Clarifications
Construction Quality Assurance Report
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

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Design Clarification No. 1
Project:Regulatory Review Required (Y/N):N
*If Yes, see below.
Owner:
Contractor:
ATTN:
Comments:
Regulatory Agency:
ATTN:
By:
Title:
Date:
Distribution:Owner Contractor Field File Regulatory Agency
Daniel Lynch, P.E.
307 S. Academy Street
Pilot Mountain, NC 27041
1) Memorandum dated 3/16/15
Kersey Valley MSW Landfill
Phases 5A & 5B Construction and Area 1 Closure
City of High Point Department of Public Services
Jimmy R. Lynch & Sons, Inc.
High Point, NC
High Point, NC 27261
211 S. Hamilton Street, Suite 208
Attachments:
XXXX
Pieter K. Scheer, P.E.
Project Manager
March 16, 2015
Description of Clarification(s):
See attached memorandum.
Reason for Clarification(s):
To clarify the test parameters and material orientation for interface shear strength testing of project materials.
Specification Section 02712 (Drainage Geocomposite) (see Table 3 Note 1), Section 02775 (HDPE Geomembrane) (see Table 2 Note 1), Section 02776 (GCL) (see Table 3
Note 1), and Section 02778 (see Table 2 Note 1).
Reference(s):

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MEMORANDUM

Date: March 16, 2015
To: Daniel Lynch, P.E.
Jimmy R. Lynch & Sons, Inc.
From: Pieter K. Scheer, P.E.
Smith Gardner, Inc.
RE: Kersey Valley MSW Landfill – Phases 5A & 5B & Area 1 Partial Closure
Interface Shear Strength Test Parameters

As a clarification to the project specifications, the following parameters shall be used in
performing interface shear strength testing on the various material interfaces to be tested
(as listed in the project specifications - reference Sections 02712 (Drainage Geocomposite),
02775 (HDPE Geomembrane), 02776 (GCL), and 02778 (LLDPE Geomembrane)):

A. Liner System Interfaces:

1. Tests involving GCL:
Following the guidelines of ASTM D 6243, hydrate the GCL under a seating load of 200
psf and monitor vertical displacements until sample comes to equilibrium (this
should be a minimum of 24 hours). Then apply the test load (follow the guidelines of
ASTM D 6243 to minimize excess pore pressures) and shear at a rate of 0.04
inches/minute under inundated conditions.

2. Tests involving Soil Liner:
Compact soil at 95% Standard Proctor (ASTM D 698) and 2% wet of optimum moisture
prior to following #A1.

3. Tests involving Protective Cover (soil):
Moderately compact soil at as-received moisture content (materials are to be tracked
in). Wet the interface; apply each test load for a minimum seating time of 1 hour; and
then shear at a rate of 0.04 inches/minute under inundated conditions.

4. Tests involving Drainage Geocomposite or Geotextile:
Soak drainage geocomposite or geotextile prior to test. Apply each test load for a
minimum seating time of 1 hour and then shear at a rate of 0.04 inches/minute under
inundated conditions.

Appendix C
Photographic Log
Construction Quality Assurance Report
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

This page intentionally left blank.

PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
1
Date:
4/23/15
Direction Photo Taken:

North
Description:

Initial Slope
Preparation Activities

Photo No.
2 Date:
5/29/15
Direction Photo Taken:

N/A
Description:

Welding of Down Pipes
PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
3
Date:
5/30/15
Direction Photo Taken:

North
Description:

Installation of Down
Pipe DP-32

Photo No.
4 Date:
6/5/15
Direction Photo Taken:

Southeast
Description:

Placement of
Intermediate Cover on
Southern Slope
PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
5
Date:
6/8/15
Direction Photo Taken:

N/A
Description:

Pressure Testing of
Down Pipe

Photo No.
6 Date:
6/8/15
Direction Photo Taken:

East
Description:

Excavation of Existing
Base Liner
Geosynthetics
PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
7
Date:
6/17/15
Direction Photo Taken:

Northwest
Description:

LFG Trench
Construction

Photo No.
8 Date:
6/17/15
Direction Photo Taken:

Northwest
Description:

LFG Well Drilling
PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
9
Date:
6/23/15
Direction Photo Taken:

North
Description:

Welding of LFG Piping

Photo No.
10 Date:
6/23/15
Direction Photo Taken:

East
Description:

Northern Slope
Intermediate Cover
PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
11
Date:
7/25/15
Direction Photo Taken:

Southeast
Description:

Installation of 40 mil
LLDPE Geomembrane

Photo No.
12 Date:
7/27/15
Direction Photo Taken:

Southeast
Description:

Preparation of Slope
Ahead of
Geomembrane
Installation
PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
13
Date:
7/28/15
Direction Photo Taken:

North
Description:

Installation of Patch at
“T” Intersection of
Fusion Welded LLDPE
Geomembrane Panels

Photo No.
14 Date:
7/29/15
Direction Photo Taken:

N/A
Description:

Air Pressure Testing of
Fusion Welded LLDPE
Geomembrane Seams
PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
15
Date:
7/31/15
Direction Photo Taken:

N/A
Description:

Extrusion Welding of
LLDPE Geomembrane
to Existing HDPE
Geomembrane of Base
Liner System

Photo No.
16 Date:
8/4/15
Direction Photo Taken:

N/A
Description:

Destructive Field
Testing of LLDPE
Geomembrane Welds
PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
17
Date:
8/7/15
Direction Photo Taken:

Southwest
Description:

Drainage Geocomposite
over Gas Collection
Trench

Photo No.
18 Date:
8/10/15
Direction Photo Taken:

Southwest
Description:

Installation of Drainage
Geocomposite
PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
19
Date:
8/20/15
Direction Photo Taken:

North
Description:

Construction of Toe
Drain for Drainage
Geocomposite

Photo No.
20 Date:
8/20/15
Direction Photo Taken:

East
Description:

Construction of Toe
Drain Outlet

PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
21
Date:
8/22/15
Direction Photo Taken:

Southwest
Description:

Booted Pipe
Penetration for LFG
Well

Photo No.
22 Date:
8/26/15
Direction Photo Taken:

East
Description:

Drainage
Geocomposite, LFG
Wells, and Emergency
Gas Relief Devices

PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
23
Date:
9/2/15
Direction Photo Taken:

Northwest
Description:

Vegetative Soil Layer
Placement

Photo No.
24 Date:
9/18/15
Direction Photo Taken:

N/A
Description:

Construction of Down
Pipe Drop Inlet (GCL
and LLDPE
Geomembrane Aprons)

PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
25
Date:
9/18/15
Direction Photo Taken:

N/A
Description:

Down Pipe Drop Inlet

Photo No.
26 Date:
10/14/15
Direction Photo Taken:

East
Description:

Rain Gutter Piping at
Down Pipe Drop Inlet to
DP-31

PHOTOGRAPHIC LOG
Client Name:
City of High Point

Site Location:
Kersey Valley MSW Landfill

Project No.
HPOINT-13-5

Photo No.
27
Date:
2/26/16
Direction Photo Taken:

East
Description:

Northern Slope Before
Vegetative
Establishment

Photo No.
28 Date:
10/6/16
Direction Photo Taken:

East
Description:

Southern Slope After
Vegetative
Establishment

Appendix D
CQA Meeting Summary
Construction Quality Assurance Report
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

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MEMORANDUM

Date: May 8, 2015
To: Distribution and Meeting Attendees
From: Carter T. Shore, E.I.
Smith Gardner, Inc.
RE: City of High Point - Kersey Valley MSWLF
Phases 5A & 5B Construction & Area 1 Partial Closure Construction &
Geosynthetics Meeting Summary

Attendees: See attached list.

Meeting Summary:

A construction meeting was held Wednesday, April 13th at the site to discuss the construction
of Phase 5A & 5B of the City of High Point - Kersey Valley Municipal Solid Waste (MSW)
Landfill. Included was a discussion of the specification and construction quality assurance
(CQA) requirements for the geosynthetic components of the liner system (Geosynthetics CQA
Meeting). The meeting began at 10:00 a.m. and was followed by a site walk through. During
the meeting, the following items were discussed.

Current Progress:

Mr. Lynch provided the attached summary of progress to date by Jimmy R. Lynch & Sons
(JRL). Subgrade and clay liner of Phase 5A are complete with as-builts having been
submitted for review. Monitoring wells and electrical conduits between Phase 5A and Phase
4 have been installed.

Rough grading in Phase 5B will continue over the next month. The French drain is completed
and appears to be drying out the southern portion of Phase 5B. Mr. Lynch expressed concern
regarding the area north of the French drain and requested that an extension of the drain be
looked into to drain the northern portion of Phase 5B. An extension would need approval
from the Division of Waste Management.

Area 1 Closure activities included continuation of clearing, waste excavation/relocation, and
placement of intermediate cover. Areas where sludge had been placed were discussed and
reviewed in the field after the meeting.

National Lining Systems (NLS) has mobilized and is currently filling sand bags for use as
ballast during geosynthetics installation.
Construction and Geosynthetics Meeting Summary – April 13, 2015
May 8, 2015
Page 2 of 3
Planned Activities:

JRL reviewed their construction schedule (see attached). Although a number of weather and
impact days were noted to date (see attached), overall the project is on schedule.

Weather dependent, NLS anticipates a start date of April 18th for starting GCL and
geomembrane installation.

Submittals:

To date, all submittals have been processed and there have been no significant issues. Rick
Riley (CHP) will review the generator submittal for use of a Cummins generator rather than
the project specified Kohler generator.

Other Items:

Rock: JRL encountered some potential rock in the southeastern portion of Phase 5B. Field
discussions were that JRL would continue to try ripping as much of the material as possible
but that blasting would be avoided if possible. As material is removed, JRL and S+G will
assess the area with input from Joan Smyth, P.G. of S+G.

Sludge: During the Area 1 walk-through a sludge breakout was discovered near the
southeast end of the closure area where 2-3’ of soil/waste had been removed for slope
adjustment. Field discussions determined that 2-3’ of soil should be replaced in the area to
minimize the potential for new breakouts. JRL will use caution when working in this area.

Surveying: It is asked that JRL acquire two more survey points within the notch between
Phase 5A and 5B.

South End of Phase 4: Pipe that is currently stored at the south end of Phase 4 may need to
be moved if weather conditions (wind/rain) require that landfill operations place waste in the
area.

Geosynthetics Meeting:

Mr. Scheer reviewed the requirements for the geosynthetic components of the liner system
using the attached agenda.

GCL samples were received at Geotechnics on Friday 4/10 and testing was started on
Saturday 4/11. Results are anticipated later this week. GCL is to be installed dark side up.

NLS plans to have a crew of 10 on-site. During geotextile installation NLS plans on wedge
welding seams during dry conditions and sewing if wet.

Construction and Geosynthetics Meeting Summary – April 13, 2015
May 8, 2015
Page 3 of 3
Next Meeting:

The next meeting date was scheduled for May 13th at 10:00 a.m.

Attachments: Attendee List
JRL Progress Meeting Schedule Summary, Weather Days
Geosynthetics Meeting Agenda

cc: Distribution:

Terry Houk, CHP Pieter Scheer, S+G
Robby Stone, CHP David Wright, Geotechnics
Mike Spencer, CHP Toui Thayravanh, NLS
Tyler Berrier, CHP John Murray, NC DWM
Daniel Lynch, JRL Hugh Jernigan, NC DWM
Rick Lynch, JRL

City of High Point - Ph. 5A & 5B & Area 1 Partial Closure
April 13, 2015 Page 1
CONSTRUCTION MEETING
ATTENDEES

NAME COMPANY/AGENCY PHONE EMAIL
Pieter Scheer, P.E. Smith Gardner, Inc. [phone] x123 (Office)
[phone] (Cell)
[e-mail]

Carter Shore, E.I. Smith Gardner, Inc. [phone] x142 (Office)

[e-mail]

Daniel Lynch, P.E. Jimmy R. Lynch & Sons, Inc.
(JRL)
[phone] [e-mail]
Rick Lynch JRL [phone] [e-mail]
David Wright Geotechnics [phone] [e-mail]
Toui Thayravanh National Lining Systems (NLS) [phone] [e-mail]
Mike Spencer City of High Point (CHP) [phone] [e-mail]
Robby Stone CHP [phone] [e-mail]
Tyler Berrier CHP [phone] [e-mail]

SMITH GARDNER, INC. Geosynthetics CQA Meeting Agenda
City of High Point - Ph. 5A & 5B & Area 1 Partial Closure Page 1
GEOSYNTHETICS CQA MEETING
AGENDA

1. Status of Approvals

Material CQA Status
Soil Liner $ Placement complete
$ Test Results successful
$ Survey complete

Geosynthetic Clay Liner
(GCL)
$ CETCO Bentomat SDN samples in lab for
testing
$ 80 Rolls On-Site (4/13/15)

60 mil Textured HDPE
Geomembrane
$ Agru Microspike samples in lab for testing
$ 60 Rolls On-Site (4/13/15)

Drainage Geocomposite $ AGRU DGC samples in lab for testing
$ 0 Rolls On-Site (4/13/15)

Geotextiles $ Type GT-S and Type GT-C geotextiles (AGRU)
in lab for testing
$ 48 Rolls On-Site (4/13/15)

2. Anticipated Delivery Schedule: On-Going

3. Review of Specification Requirements

Geomembrane (Technical Specification Section 02775):

$ Installation in accordance with specifications and approved procedures.

$ National Lining Systems (NLS) to provide the following:
$ Trial seam log
$ Panel/Seam log
$ Non-destructive testing (vacuum/air pressure tests) log
$ Destructive sampling log
$ Repair log

Provide copies of the above forms to S+G at least weekly for review.

SMITH GARDNER, INC. Geosynthetics CQA Meeting Agenda
City of High Point - Ph. 5A & 5B & Area 1 Partial Closure Page 2
$ Record Information:

Per Paragraphs C.2.c. and D.8 of Section 02775, the following information is
required for the geomembrane:

CQC Documentation: Final logs as listed above.

As-Built Drawing:

(1) Location and numbering of all panels/seams;
(2) Location of all repairs/patches;
(3) Location of all destructive test locations; and
(4) Location of all pipe penetrations and other appurtenances (if applicable).

Survey information needs to be obtained/reviewed prior to placement of overlying
materials.

GCL (Technical Specification Section 02776):

$ Installation in accordance with specifications and approved installation
procedures.

$ Install GCL with dark side up (against 60 mil HDPE geomembrane) (white side
down).

$ 6" min. overlap on roll edges and 12" min. along roll ends with 0.25 lbs/LF
bentonite (No bentonite is required on roll edges with ASupergroove@ system.).

$ No horizontal (end) seams on 3H:1V slopes (horizontal seams shall be kept to a
minimum on all slopes > 6H:1V).

$ Shingle all GCL seams (upper panel over lower panel).

$ Cover GCL with geomembrane in timely manner (especially when rain is
forecast).

Drainage Geocomposite (Technical Specification Section 02712):

$ Installation in accordance with specifications and approved installation
procedures.

$ 3" overlap of geonet drainage core on roll edges and 6" along roll ends. Ties
every 5' along roll edges; every 12” along roll ends; every 6” in the anchor trench.

$ NLS plan for seaming geotextile component?: Wedge Weld? Sewn?

SMITH GARDNER, INC. Geosynthetics CQA Meeting Agenda
City of High Point - Ph. 5A & 5B & Area 1 Partial Closure Page 3
Geotextiles (Tech. Specification Section 02240):

$ Installation in accordance with specifications and approved installation
procedures.

$ NLS plan for seaming geotextiles?: Wedge Weld? Sewn?

4. Review of CQA Requirements (CQA Manual Sections 5.0 through 9.0)

Conformance Testing of Geosynthetics Materials:

$ See Status of Approvals above.

Geomembrane:

$ Marking on liner for panel identification, sampling, repairs, etc.
(NLS/S+G/Surveyor) (NLS to use )
$ Field tensiometer provided by NLS - should have recent calibration data
$ Trial seam procedures in accordance with Section 5.3.5.1 (NLS to document)
(Note: minimum of four coupons (2 peel/2 shear))
$ Non-Destructive Testing: Vacuum or air pressure testing to be done
continuously by NLS on all seams in accordance with Section 5.3.6.1
$ Destructive Testing: Samples to be cut and tested at minimum one per 500 LF
of weld in accordance with Section 5.3.6.2. (NLS to document) (Note: minimum of
six coupons (3 peel/3 shear)). Samples also to be sent to CQA laboratory
(Geotechnics) (Typical 1 day turnaround on test results).
$ Repairs and Verification: In accordance with Section 5.3.7

4. Review of Project Drawings

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Appendix E
Final Cover System CQA Data
Construction Quality Assurance Report
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

This page intentionally left blank.

North Carolina West District 413 South Chimney Rock Rd Greensboro, NC 27409 Telephone: [phone] Fax: [phone]

February 12, 2015 Daniel Lynch
Jimmy R. Lynch and Sons Inc.
Kersey Valley Landfill Phase 5 and Area 1
Re: Material Certification Dear Daniel,

This letter is to certify that the Class 1 and Class B rip rap, ABC, #57, #78m, #4 and 2ms
materials to be furnished by Martin Marietta’s Jamestown quarry and the MOD #3 material from our Pomona quarry will meet all ASTM C-33 standards specification requirements. It also meets all specifications required by the North Carolina Department
of Transportation.

Sincerely,

Shawn K. Norton

Shawn K. Norton Quality Control Representative Greensboro District Laboratory
Martin Marietta Materials is providing these test results for information purposes only. There are a variety of tests that can be used in connection with determining suitability of aggregates in specific applications and a variety of methods to mitigate potential degradation and deterioration depending upon the end use of the product and other circumstances. Nothing in this letter or report represents or warrants (1) the reliability of the tests used herein (2) whether other tests would be more appropriate or reliable, and/or (3) whether any mitigation factors referenced in this letter or report are effective or the most appropriate, all of which you would determine based on the end use and other factors. MARTIN MARIETTA MATERIALS AND ITS AFFILIATES HEREBY EXCLUDES ANY AND ALL WARRANTIES OF MERCHANTABILITY AND ALL WARRANTIES OF
FITNESS FOR ANY PARTICULAR PURPOSE, AND ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED, AS TO THE PERFORMANCE OF ITS AGGREGATES.
Product
Specification NCDOT 4 NCDOT 57 NCDOT ABC NCDOT 67 NCDOT 78m 2MS Sand
0400
#4
0570
#57
0585
ABC
0670
#67
0780
#78m
0955
2MS Sand
Plant 44307
Jamestown
44307
Jamestown
44307
Jamestown
44307
Jamestown
44307
Jamestown
44307
Jamestown
2" (50mm)100.0
1 1/2" (37.5mm)94.2 100.0 100.0
1" (25mm)51.0 100.0 92.0 100.0
3/4" (19mm)10.3 90.8 94.7 100.0
1/2" (12.5mm)2.3 36.6 64.9 49.6 99.7
3/8" (9.5mm)1.5 13.0 26.5 92.3 100.0
#4 (4.75mm)3.4 46.9 8.0 28.5 98.8
#8 (2.36mm)2.2 2.8 4.3 83.7
#10 (2mm)35.7
#16 (1.18mm)59.6
#30 (0.6mm)40.7
#40 (0.425mm)21.2
#50 (0.3mm)23.8
#100 (0.15mm)10.7
#200 (75um)7.84 4.20
Pan 0.00 0.00 0.00 0.00 0.00 0.00
FM 5.11 2.83
-#200 (75um)0.2 7.8 0.5 0.5
Wash Loss (#200/75um)0.4 7.8 0.4 0.4
Soil Mortar #200 22.0
Soil Mortar #40 59.3
Product Quality Summary Report
Period 01/01/2014 - 12/31/2014
1Page:ofMartin Marietta, Inc.2StonemontQC02/12/2015
Product Quality Summary Report
Period 01/01/2014 - 12/31/2014
Query Query Selections
Date Created 02/12/2015
Date Range 01/01/2014 - 12/31/2014
Plant Jamestown
2Page:ofMartin Marietta, Inc.2StonemontQC02/12/2015
Product
Specification Mod 3
0300
Mod. 3
Plant 44309
Pomona
2 1/2" (63mm)100.0
2" (50mm)98.2
1 1/2" (37.5mm)61.5
1" (25mm)6.8
1/2" (12.5mm)1.0
Pan 0.00
Product Quality Summary Report
Period 01/01/2014 - 12/31/2014
1Page:ofMartin Marietta, Inc.2StonemontQC02/12/2015
Product Quality Summary Report
Period 01/01/2014 - 12/31/2014
Query Query Selections
Date Created 02/12/2015
Date Range 01/01/2014 - 12/31/2014
Plant Pomona
2Page:ofMartin Marietta, Inc.2StonemontQC02/12/2015

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87
Model 1260A
MODEL 1260A
MODEL 1260A
MODEL 1261A
88
Inlet
Flg
(Metric)
Outlet
Flg
(Metric)
Max. Set
Pressure
Weight
Loaded
Max. Set
Pressure
Spring
Loaded
Min.
Setting
Weight
Loaded
A
Length
(Metric)
B
Height
(Metric)
C
Width
(Metric)
D
(Metric)
E
(Metric)
BB
(Metric)
Approximate
Shipping
Weight Lbs.
(Aluminum)
2" 3" 11 oz/in
2 8.62" 9.37" 7.50" 4.12" 5.50" 16.62" 16
(50 mm) (80 mm) (48.3 gm/cm
2) (219 mm) (238 mm) (191 mm) (105 mm) (140 mm) (422 mm) (7 kg)
3" 4" 13 oz/in
2 10" 11.12" 9" 5" 6" 20.25" 22
(80 mm) (100 mm) (57.1 gm/cm
2) (254 mm) (282 mm) (229 mm) (127 mm) (152 mm) (514 mm) (10 kg)
4" 6" 16 oz/in
2 11" 13.87" 11" 6.50" 6.50" 25.62" 29
(100 mm) (150 mm) (70.3 gm/cm
2) (279 mm) (352 mm) (279 mm) (165 mm) (165 mm) (651 mm) (13 kg)
6" 8" 16 oz/in
2 14.50" 17.37" 13.50" 8.50" 8.50" 34.50" 55
(150 mm) (200 mm) (70.3 gm/cm
2) (368 mm) (441 mm) (343 mm) (216 mm) (216 mm) (876 mm) (25 kg)
8" 10" 16 oz/in
2 18" 21.25" 16" 9.75" 10.75" 39.75" 92
(200 mm) (250 mm) (70.3 gm/cm
2) (457 mm) (540 mm) (406 mm) (248 mm) (273 mm) (1010 mm) (42 kg)
10" 12" 16 oz/in
2 20.75" 23.62" 19" 10.25" 12.50" 46.37" 105
(250 mm) (300 mm) (70.3 gm/cm
2) (527 mm) (600 mm) (483 mm) (260 mm) (318 mm) (1178 mm) (48 kg)
12" 14" 16 oz/in
2 24.75" 26.62" 21" 11" 15" 49.25" 149
(300 mm) (350 mm) (70.3 gm/cm
2) (629 mm) (676 mm) (533 mm) (279 mm) (381 mm) (1251 mm) (68 kg)
15

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‡ On spring loaded valves, change model number. 150# R.F. drilling compatibility F.F. on aluminum and R.F. on carbon steel and stainless steel alloys.
2 2 setting.
MODEL # SIZE MATERIAL OPTIONS
1260A Weight Loaded
1261A Pressure Spring
1 = Aluminum
3 = Carbon Steel
5 = 316SS
6 = Vinyl Ester Resin
7 = Furan
Z = Special
O = No Options
Z = Special Options
O = No Jacket
J = Steam Jacket
S = Spacer
H = Steam Jacket and Spacer
Diaphragm Material (Seat):
B = Buna-N
T = Fluoropolymer
V = FKM
Z = Special
Pallet Material
Seat Material
Body Material
02"
Thru
12"
* Stainless steel guides, stems are standard with aluminum and carbon
steel bodies. Stainless steel seats standard with carbon steel bodies.NO
T
E
S
Indicates a 2" Model 1260A with Aluminum Body and Seat, 316SS Pallet, Fluoropolymer Seat Diaphragm and no other options.
1 2 6 0 A 0 2 1 T1 05 0
89
Model 1260A
Set Pressure
(Ps)
Air Flow Capacity at 100% Overpressure (Double Set Pressure)
1000 Standard Cubic Feet per Hour at 60° F
InWC oz/in
2 2"
(50 mm)
3"
(80 mm)
4"
(100 mm)
6"
(150 mm)8"
(200 mm)
10"
(250 mm)
12"
(300 mm)
0.87 0.50 6.87 13.3 25.2 52.7 82.6 135 175
1.00 0.58 7.39 14.3 27.1 56.6 88.8 145 188
1.73 1.00 9.71 18.8 35.6 74.3 117 190 247
2.00 1.16 10.4 20.2 38.2 79.8 125 205 265
2.60 1.50 11.9 23.0 43.5 90.8 143 233 302
3.00 1.73 12.8 24.7 46.8 97.5 153 250 324
3.46 2.00 13.7 26.6 50.2 105 164 268 348
4.00 2.31 14.7 28.6 53.9 112 177 288 374
6.00 3.47 18.0 35.0 65.9 137 215 351 456
8.00 4.62 20.7 40.4 75.8 157 248 404 525
10.0 5.78 23.1 45.1 84.6 175 276 450 584
12.0 6.93 25.2 49.4 92.4 191 301 491 638
15.0 8.66 28.1 55.2 103 211 335 546 709
20.0 11.6 32.2 63.7 118 241 383 625 811
25.0 14.4 35.8 71.2 131 267 424 692 898
30.0 17.3 39.0 77.9 143 289 460 751 975
Flow capacity values listed above are based on full open valves at 100% overpressure.
interpolation if the set pressure is not listed. (Ref: TPD1)
appropriate “C” factor from the table. If allowable overpressure is more than 100%,
consult TPD1 or your Groth Representative.
Calculate the percentage overpressure by the following formula. Note that all
pressures are gauge pressure expressed in the same units of measure.
Pf = Flowing pressure
Ps =Set pressure
% OP = [(Pf - Ps)/Ps] x 100
following example.
Example—Flow Capacity Calculation
set pressure from table Flow = 112,000 SCFH
6" Model 1260A 2. Calculate overpressure % OP = [(7 - 4)/4] x 100 = 75%
4 InWC set pressure [Ps] 3. Read “C” factor from table “C” = 0.87
f Flow = 0.87 x 112,000 = 97,440 SCFH
Read “C” factor for 75% overpressure at intersection of row 70 and column 5
“C” factor at 75% OP = 0.87
%OP 0 1 2 3 4 5 6 7 8 9
10 0.42 0.43 0.44 0.45 0.46 0.46 0.47 0.48 0.49 0.50
20 0.51 0.52 0.52 0.53 0.54 0.55 0.56 0.56 0.57 0.58
30 0.59 0.59 0.60 0.61 0.61 0.62 0.63 0.64 0.64 0.65
40 0.66 0.66 0.67 0.68 0.68 0.69 0.70 0.70 0.71 0.72
50 0.72 0.73 0.73 0.74 0.75 0.75 0.76 0.77 0.77 0.78
60 0.78 0.79 0.80 0.80 0.81 0.81 0.82 0.82 0.83 0.84
70 0.84 0.85 0.85 0.86 0.86 0.87 0.88 0.88 0.89 0.89
80 0.90 0.90 0.91 0.91 0.92 0.92 0.93 0.93 0.94 0.94
90 0.95 0.95 0.96 0.96 0.97 0.97 0.98 0.99 0.99 1.00
90
Model 1260A
Set Pressure
(Ps)
Air Flow Capacity at 100% Overpressure (Double Set Pressure)
1000 Normal Cubic Meters per Hour at 0° C
mmWC mb
2"
(50 mm)
3"
(80 mm)
4"
(100 mm)
6"
(150 mm)
8"
(200 mm)
10"
(250 mm)
12"
(300 mm)
22 2.16 0.19 0.37 0.71 1.48 2.33 3.80 4.93
50 4.90 0.29 0.56 1.07 2.23 3.50 5.72 7.42
75 7.35 0.36 0.69 1.31 2.72 4.28 6.99 9.10
100 9.80 0.41 0.80 1.51 3.14 4.93 8.05 10.4
125 12.3 0.46 0.89 1.68 3.50 5.51 8.99 11.7
150 14.7 0.50 0.98 1.84 3.82 6.02 9.80 12.7
175 17.2 0.54 1.06 1.99 4.12 6.49 10.6 13.7
200 19.6 0.58 1.13 2.12 4.39 6.92 11.3 14.7
225 22.1 0.61 1.20 2.25 4.65 7.33 12.0 15.5
250 24.5 0.65 1.26 2.36 4.89 7.71 12.6 16.3
275 27.0 0.68 1.32 2.48 5.11 8.07 13.2 17.1
300 29.4 0.70 1.38 2.58 5.33 8.42 13.7 17.8
375 36.8 0.78 1.54 2.88 5.91 9.40 15.3 19.8
500 49.0 0.90 1.78 3.30 6.75 10.7 17.5 22.7
625 61.3 1.00 1.99 3.67 7.46 11.9 19.4 25.1
750 73.5 1.09 2.18 3.99 8.07 12.9 21.0 27.3
Flow capacity values listed above are based on full open valves at 100%
overpressure.
Use linear
interpolation if the set pressure is not listed. (Ref: TPD1)
the appropriate “C” factor from the table. If allowable overpressure is more
than 100%, consult TPD1 or your Groth Representative.
Calculate the percentage overpressure by the following formula. Note that all
pressures are gauge pressure expressed in the same units of measure.
Pf = Flowing pressure
Ps = Set pressure
% OP = [(Pf - Ps)/Ps] x 100
following example.
Example—Flow Capacity Calculation
set pressure from table Flow = 3,140 NCMH
6" Model 1260A 2. Calculate overpressure % OP = [(175 - 100)/100] x 100 = 75%
100 mmWC Set Pressure [Ps] 3. Read “C” factor from table “C” = 0.87
175 mmWC Flowing Pressure [Pf Flow = 0.87 x 3,140 = 2,732 NCMH
Read “C” factor for 75% overpressure at intersection of row 70 and column 5
“C” factor at 75% OP = 0.87
%OP 0 1 2 3 4 5 6 7 8 9
10 0.42 0.43 0.44 0.45 0.46 0.46 0.47 0.48 0.49 0.50
20 0.51 0.52 0.52 0.53 0.54 0.55 0.56 0.56 0.57 0.58
30 0.59 0.59 0.60 0.61 0.61 0.62 0.63 0.64 0.64 0.65
40 0.66 0.66 0.67 0.68 0.68 0.69 0.70 0.70 0.71 0.72
50 0.72 0.73 0.73 0.74 0.75 0.75 0.76 0.77 0.77 0.78
60 0.78 0.79 0.80 0.80 0.81 0.81 0.82 0.82 0.83 0.84
70 0.84 0.85 0.85 0.86 0.86 0.87 0.88 0.88 0.89 0.89
80 0.90 0.90 0.91 0.91 0.92 0.92 0.93 0.93 0.94 0.94
90 0.95 0.95 0.96 0.96 0.97 0.97 0.98 0.99 0.99 1.00
91
Model 1261A
Set Pressure
(Ps)
Air Flow Capacity at 100% Overpressure (Double Set Pressure)
1000 Standard Cubic Feet per Hour at 60° F
psig 2"
(50 mm)
3"
(80 mm)
4"
(100 mm)
6"
(150 mm)
8"
(200 mm)
10"
(250 mm)
12"
(300 mm)
1.00 28.0 53.4 92.5 210 345 529 739
2.00 40.3 77.4 134 304 500 767 1070
3.00 50.2 96.9 168 381 625 960 1340
4.00 58.8 114 198 448 736 1130 1577
5.00 66.5 130 225 510 838 1286 1794
6.00 73.7 144 250 568 932 1431 1997
7.00 80.4 158 274 622 1022 1568 2188
8.00 86.7 171 297 674 1107 1699 2371
9.00 92.8 184 319 724 1189 1825 2546
10.0 98.6 196 340 772 1267 1945 2714
11.0 104 208 360 818 1343 2062 2877
12.0 110 219 380 863 1417 2176 3036
13.0 115 231 400 907 1489 2286 3189
14.0 120 241 418 949 1559 2393 3339
15.0 125 252 437 991 1627 2498 3486
Flow capacity values listed above are based on full open valves at 100%
overpressure.
Use linear interpolation if the set pressure is not listed. (Ref: TPD1)
the appropriate “C” factor from the table. If allowable overpressure is more
than 100%, consult TPD1 or your Groth Representative.
Calculate the percentage overpressure by the following formula. Note that all
pressures are gauge pressure expressed in the same units of measure.
Pf = Flowing pressure
Ps = Set pressure
% OP = [(Pf - Ps)/Ps] x 100
following example.
Example—Flow Capacity Calculation
set pressure from table Flow = 448,000 SCFH
6" Model 1261A 2. Calculate overpressure % OP = [(7 - 4)/4] x 100 = 75%
4 psig set pressure [Ps] 3. Read “C” factor from table “C” = 0.83
f Flow = 0.83 x 448,000 = 371,840 SCFH
Read “C” factor for 75% overpressure at intersection of row 70 and column 5
“C” factor at 75% OP = 0.83
%OP 0 1 3 3 4 5 6 7 8 9
10
20 0.27 0.29 0.30 0.32 0.33 0.35 0.36 0.38 0.39 0.40
30 0.42 0.43 0.44 0.45 0.47 0.48 0.49 0.50 0.51 0.52
40 0.53 0.54 0.55 0.56 0.57 0.58 0.59 0.60 0.61 0.62
50 0.63 0.64 0.65 0.66 0.67 0.67 0.68 0.69 0.70 0.71
60 0.72 0.72 0.73 0.74 0.75 0.76 0.76 0.77 0.78 0.79
70 0.80 0.80 0.81 0.82 0.82 0.83 0.84 0.85 0.85 0.86
80 0.87 0.87 0.88 0.89 0.90 0.90 0.91 0.92 0.92 0.93
90 0.94 0.94 0.95 0.96 0.96 0.97 0.97 0.98 0.99 1.00
92
Model 1261A
Set Pressure
(Ps)
Air Flow Capacity at 100% Overpressure (Double Set Pressure)
1000 Normal Cubic Meters per Hour at 0° C
barg 2"
(50 mm)
3"
(80 mm)
4"
(100 mm)
6"
(150 mm)
8"
(200 mm)
10"
(250 mm)
12"
(300 mm)
0.07 0.82 1.57 2.72 6.16 10.1 15.5 21.7
0.10 0.99 1.89 3.28 7.45 12.2 18.8 26.2
0.15 1.23 2.36 4.09 9.28 15.2 23.4 32.6
0.20 1.43 2.76 4.80 10.9 17.9 27.4 38.3
0.25 1.62 3.14 5.44 12.3 20.3 31.1 43.4
0.30 1.79 3.48 6.04 13.7 22.5 34.5 48.2
0.35 1.95 3.81 6.61 15.0 24.6 37.8 52.7
0.40 2.10 4.12 7.14 16.2 26.6 40.9 57.0
0.45 2.25 4.41 7.66 17.4 28.5 43.8 61.1
0.50 2.39 4.70 8.16 18.5 30.4 46.6 65.1
0.55 2.52 4.98 8.64 19.6 32.2 49.4 68.9
0.60 2.65 5.25 9.10 20.6 33.9 52.1 72.6
0.70 2.89 5.76 10.0 22.7 37.2 57.2 79.7
0.80 3.13 6.25 10.8 24.6 40.4 62.1 86.5
0.90 3.35 6.72 11.7 26.5 43.5 66.7 93.1
1.00 3.56 7.18 12.5 28.3 46.4 71.2 99.4
Flow capacity values listed above are based on full open valves at 100%
overpressure.
linear interpolation if the set pressure is not listed. (Ref: TPD1)
appropriate “C” factor from the table. If allowable overpressure is more than 100%,
consult TPD1 or your Groth Representative.
Calculate the percentage overpressure by the following formula. Note that all
pressures are gauge pressure expressed in the same units of measure.
Pf = Flowing pressure
Ps = Set pressure
% OP = [(Pf - Ps)/Ps] x 100
example.

Read “C” factor for 75% overpressure at intersection of row 70 and column 5
“C” factor at 75% OP = 0.83
%OP 0 1 3 3 4 5 6 7 8 9
10
20 0.27 0.29 0.30 0.32 0.33 0.35 0.36 0.38 0.39 0.40
30 0.42 0.43 0.44 0.45 0.47 0.48 0.49 0.50 0.51 0.52
40 0.53 0.54 0.55 0.56 0.57 0.58 0.59 0.60 0.61 0.62
50 0.63 0.64 0.65 0.66 0.67 0.67 0.68 0.69 0.70 0.71
60 0.72 0.72 0.73 0.74 0.75 0.76 0.76 0.77 0.78 0.79
70 0.80 0.80 0.81 0.82 0.82 0.83 0.84 0.85 0.85 0.86
80 0.87 0.87 0.88 0.89 0.90 0.90 0.91 0.92 0.92 0.93
90 0.94 0.94 0.95 0.96 0.96 0.97 0.97 0.98 0.99 1.00
Example—Flow Capacity Calculation
set pressure from table Flow = 16,200 NCMH
6" Model 1261A 2. Calculate overpressure % OP = [(0.7 - 0.4)/0.4) x 100 = 75%
0.4 barg Set Pressure [Ps] 3. Read “C” factor from table “C” = 0.83
0.7 barg Flowing Pressure [Pf Flow = 0.83 x 16,200 = 13,446 NCMH

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

WASH SIEVE ANALYSIS OF AGGREGATES
ASTM C117-13 / C136-06
Client SMITH + GARDNER, INC. Boring No. AREA 1
Client Reference KERSEY VALLEY - AREA 1 Depth(ft.) NA
Project No. 2015-681-02 Sample No. NO. 4 STONE
Lab ID 2015-681-02-001
Color GRAY
USCS gravel sand silt and clay fraction
USCS Symbol: gp, ASSUMED D60 = 30.15
D30 = 24.63 CC = 0.99
Fineness Modulus: 8.00
D10 = 20.41 CU = 1.48
USCS Classification: POORLY GRADED GRAVEL
Tested By HM Date 7/29/15 Checked By GEM Date 7/30/15
page 1 of 2 DCN: CT-S42A4 DATE: 4/12/13 REVISION: 15 PROJECTS\2015-681 SMITH + GARDNER - KERSEY VALLEY - AREA 1\[2015-681-02-001 C136pan.xls]Sheet1
0
10
20
30
40
50
60
70
80
90
100
0.010.11101001000
Pe
r
c
e
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t

F
i
n
e
r

B
y

W
e
i
g
h
t
Grain Diameter (mm)
6 4 3 2½ 2 1½ 1 ¾ ½ 3/8" #4 #8 #16 #30 #50 #100 #200

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

WASH SIEVE ANALYSIS OF AGGREGATES
ASTM C117-13 / C136-06
Client SMITH + GARDNER, INC. Boring No. AREA 1
Client Reference KERSEY VALLEY - AREA 1 Depth(ft.) NA
Project No. 2015-681-02 Sample No. NO. 4 STONE
Lab ID 2015-681-02-001
Color GRAY
Tare No.A-21 Wt. of Dry Specimen (gm) 15435.70
Wt. Tare + DS.(Pre-Wash) 15920.20 Wt. of +#200 Specimen(gm) 15375.41
Wt.Tare + Dry,Washed specimen 15908.10 Wt. of -#200 Specimen(gm)42.54
Wt Tare 484.50
Wt. Dry,Washed specimen 15423.60
Total Wt. Retained After Sieving 15405.85
% Difference Wt. Dry,Washed specimen vs Total Wt. Retained After Sieving 0.1
Note: % Difference must not be more than 0.3
Sieve Sieve Weight Percent Accumulated Percent
Opening Retained Retained Percent Finer
(mm)(g)Retained
6" 150 0.00 0 0 100
4" 100 0.00 0 0 100
3" 75 0.00 0 0 100
2 1/2" 63 0.00 0 0 100
2" 50 0.00 0 0 100
1 1/2" 37.50 1062.00 7 7 93
1" 25.00 9498.70 62 68 32
3/4" 19.00 4512.30 29 98 2
1/2" 12.50 266.10 2 99 1
3/8" 9.50 1.70 0 99 1
#4 4.75 0.56 0 99 1
#8 2.36 1.61 0 99 1
#16 1.18 1.52 0 99 1
#30 0.60 2.35 0 99 1
#50 0.30 4.56 0 99 1
#100 0.15 8.25 0 100 0
#200 0.075 15.76 0.1 99.6 0.4
Pan -30.44 0 100 -
Tested By HM Date 7/29/15 Date 7/30/15
page 2 of 2 DCN: CT-S42A4 DATE: 4/12/13 REVISION: 1 C136pan.xls
Checked By GEM

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

WASH SIEVE ANALYSIS OF AGGREGATES
ASTM C117-13 / C136-06
Client SMITH + GARDNER, INC. Boring No. N/A
Client Reference KERSEY VALLEY MSWLF PH. V Depth(ft.) N/A
Project No. 2015-630-10 Sample No. #57 STONE
Lab ID 2015-630-10-01
Color GRAY
USCS gravel sand silt and clay fraction
USCS Symbol: gp, ASSUMED D60 = 14.84
D30 = 11.41 CC = 1.25
Fineness Modulus: 6.78
D10 = 7.01 CU = 2.12
USCS Classification: POORLY GRADED GRAVEL
Tested By BW/BT Date 5/5/15 Checked By Date
page 1 of 2 DCN: CT-S42A4 DATE: 4/12/13 REVISION: 12015 PROJECTS\2015-630 SMITH+GARDNER - KERSEY VALLEY MSWLF\[2015-630-10-01 C136pan.xls]Sheet1
0
10
20
30
40
50
60
70
80
90
100
0.010.11101001000
Pe
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c
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t

F
i
n
e
r

B
y

W
e
i
g
h
t
Grain Diameter (mm)
6 4 3 2½ 2 1½ 1 ¾ ½ 3/8" #4 #8 #16 #30 #50 #100 #200

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

WASH SIEVE ANALYSIS OF AGGREGATES
ASTM C117-13 / C136-06
Client SMITH + GARDNER, INC. Boring No. N/A
Client Reference KERSEY VALLEY MSWLF PH. V Depth(ft.) N/A
Project No. 2015-630-10 Sample No. #57 STONE
Lab ID 2015-630-10-01
Color GRAY
Tare No.TR-1 Wt. of Dry Specimen (gm)5772.70
Wt. Tare + DS.(Pre-Wash)6637.80 Wt. of +#200 Specimen(gm) 5722.16
Wt.Tare + Dry,Washed specimen 6602.00 Wt. of -#200 Specimen(gm)50.79
Wt Tare 865.10
Wt. Dry,Washed specimen 5736.90
Total Wt. Retained After Sieving 5737.15
% Difference Wt. Dry,Washed specimen vs Total Wt. Retained After Sieving 0.0
Note: % Difference must not be more than 0.3
Sieve Sieve Weight Percent Accumulated Percent
Opening Retained Retained Percent Finer
(mm)(g)Retained
6" 150 0.00 0 0 100
4" 100 0.00 0 0 100
3" 75 0.00 0 0 100
2 1/2" 63 0.00 0 0 100
2" 50 0.00 0 0 100
1 1/2" 37.50 0.00 0 0 100
1" 25.00 0.00 0 0 100
3/4" 19.00 456.30 8 8 92
1/2" 12.50 3143.10 54 62 38
3/8" 9.50 1330.80 23 85 15
#4 4.75 605.50 10 96 4
#8 2.36 9.30 0 96 4
#16 1.18 104.00 2 98 2
#30 0.60 15.79 0 98 2
#50 0.30 16.77 0 98 2
#100 0.15 19.58 0 99 1
#200 0.075 21.02 0.4 99.1 0.9
Pan -14.99 0 99 -
Tested By BW/BT Date 5/5/15 SFS Date 5/5/15
page 2 of 2 DCN: CT-S42A4 DATE: 4/12/13 REVISION: 1 C136pan.xls
Checked By

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WASH SIEVE ANALYSIS OF AGGREGATES
ASTM C117-13 / C136-06
Client SMITH + GARDNER, INC. Boring No. NA
Client Reference KERSEY VALLEY WSWLF PH.VB Depth(ft.) NA
Project No. 2015-630-028 Sample No. RG-A1
Lab ID 2015-630-028-001
Color GRAY
USCS gravel sand silt and clay fraction
USCS Symbol: gp, ASSUMED D60 = 31.70
D30 = 26.23 CC = 1.02
Fineness Modulus: 8.08
D10 = 21.22 CU = 1.49
USCS Classification: POORLY GRADED GRAVEL
Tested By BW Date 11/30/15 Checked B GEM Date 12/1/15
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6 4 3 2½ 2 1½ 1 ¾ ½ 3/8" #4 #8 #16 #30 #50 #100 #200

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WASH SIEVE ANALYSIS OF AGGREGATES
ASTM C117-13 / C136-06
Client SMITH + GARDNER, INC. Boring No. NA
Client Reference KERSEY VALLEY WSWLF PH.VB Depth(ft.) NA
Project No. 2015-630-028 Sample No. RG-A1
Lab ID 2015-630-028-001
Color GRAY
Tare No. B-39 Wt. of Dry Specimen (gm) 8026.20
Wt. Tare + DS.(Pre-Wash) 8576.00 Wt. of +#200 Specimen(gm) 8001.47
Wt.Tare + Dry,Washed specimen 8561.90 Wt. of -#200 Specimen(gm) 23.71
Wt Tare 549.80
Wt. Dry,Washed specimen 8012.10
Total Wt. Retained After Sieving 8011.08
% Difference Wt. Dry,Washed specimen vs Total Wt. Retained After Sieving 0.0
Note: % Difference must not be more than 0.3
Sieve Sieve Weight Percent Accumulated Percent
Opening Retained Retained Percent Finer
(mm)(g)Retained
6" 150 0.00 0 0 100
4" 100 0.00 0 0 100
3" 75 0.00 0 0 100
2 1/2" 63 0.00 0 0 100
2" 50 0.00 0 0 100
1 1/2" 37.50 1070.20 13 13 87
1" 25.00 5161.60 64 78 22
3/4" 19.00 1662.60 21 98 2
1/2" 12.50 83.90 1 99 1
3/8" 9.50 1.20 0 99 1
#4 4.75 0.61 0 99 1
#8 2.36 1.97 0 99 1
#16 1.18 2.19 0 99 1
#30 0.60 2.58 0 100 0
#50 0.30 3.47 0 100 0
#100 0.15 5.28 0 100 0
#200 0.075 5.87 0.1 99.7 0.3
Pan -9.61 0 100 -
Tested By BW Date 11/30/15 GEM Date 12/1/15
page 2 of 2 DCN: CT-S42A4 DATE: 4/12/13 REVISION: 1 C136pan.xls
Checked By
Project Name: Kersey Valley MSW LF - Phase 5A & 5B Construction
Project Number: HPOINT-13-5
Contractor: Jimmy R. Lynch & Sons, Inc.
Grain Size Analysis (ASTM D 422) Test Results:
Test +3" Pass #4 Pass #200 Gravel Sand Silt/Clay USCS
Number (%) (%) (%) (%) (%) (%) Classification
SF-01 100.0 91.6 38.1 8.4 53.5 38.1 SM
D4S-1 (ECS) ----- ----- 28.7 ----- ----- 28.7 SM
D4S-2 (ECS) ----- ----- 15.8 ----- ----- 15.8 SM
SF-03 100.0 86.3 36.0 13.7 50.3 36.0 SC
SL-01 100.0 93.7 58.9 6.3 34.8 58.9 ML
CL-3 91.2 85.0 44.7 15.0 40.3 44.7 SC
Atterberg Limits (ASTM D 4318) Test Results:
Plasticity
Test Liquid Limit Plastic Limit Index USCS
SF-1 45 31 14 SM
D4S-1 (ECS) 29 2 27 SM
D4S-2 (ECS) NP NP NP SM
SF-03 35 22 13 SC
SL-01 43 34 9 ML
CL-3 37 23 14 SC
Moisture-Density Relationship (ASTM D 698) Test Results:
Number (%) (pcf)
SF-1 15.0 114.1
D4S-1 (ECS) 14.1 116.3
D4S-2 (ECS) 9.4 126.9
SF-03 (C) 12.2 121.7
SF-03 (UC) 13.5 118.7 Number of Tests Performed:
SL-01 17.3 102.3 Grain Size Analysis: 4
CL-3 (C) 14.3 118.6 Atterberg Limits: 5
CL-3 (UC) 16.4 113.5 Moisture Density Relationship: 8
STRUCTURAL FILL
CONTROL TEST SUMMARY
SMITH GARDNER, INC.Control Tests S+G Structural Fill Summary (PH 5B) HPOINT-13-5.xls

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MOISTURE CONTENT
ASTM D 2216-10
Client:SMITH + GARDNER, INC.
Client Reference: KERSEY VALLEY MSWLF
Project No.: 2015-630-02
Lab ID:001
Boring No.:STOCKPILE
Depth (ft):NA
Sample No.:SF-01
Tare Number 837
Wt. of Tare & Wet Sample (g) 1160.32
Wt. of Tare & Dry Sample (g) 1020.37
Weight of Tare (g)260.89
Weight of Water (g)139.95
Weight of Dry Sample (g)759.48
Water Content (%)18.4
Notes :
Tested By BW Date 3/2/15 Checked By GEM Date 3/4/15
page 1 of 1 DCN: CT-S1 DATE: 3/18/13 REVISION: 4

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ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:STOCKPILE
Client Reference: KERSEY VALLEY MSWLF Depth (ft):NA
Project No.: 2015-630-02 Sample No.: SF-1
Lab ID:2015-630-02-01 Soil Description:ORANGE SILT
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number 4M BB Y U
Wt. of Tare & Wet Sample (g) 27.93 26.95 27.87 L
Wt. of Tare & Dry Sample (g) 24.34 23.48 23.76 T
Wt. of Tare (g) 15.65 15.60 15.70 I
Wt. of Water (g) 3.6 3.5 4.1 P
Wt. of Dry Sample (g) 8.7 7.9 8.1 O
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Moisture Content (%) 41.3 44.0 51.0 N
Number of Blows 35 25 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number B1 K Liquid Limit (%) 45
Wt. of Tare & Wet Sample (g) 22.11 22.56
Wt. of Tare & Dry Sample (g) 20.58 20.79 Plastic Limit (%) 31
Wt. of Tare (g) 15.66 15.23
Wt. of Water (g) 1.5 1.8 Plasticity Index (%) 14
Wt. of Dry Sample (g) 4.9 5.6
USCS Symbol ML
Moisture Content (%) 31.1 31.8 -0.7
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By BW Date 3/3/15 Checked By GEM Date 3/4/15
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC. Boring No. STOCKPILE
Client Reference KERSEY VALLEY MSWLF Depth (ft) NA
Project No. 2015-630-02 Sample No. SF-01
Lab ID 2015-630-02-01 Soil Color ORANGE
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol SM, TESTED
USCS Classification SILTY SAND
Tested By BW Date 3/2/15 Checked By GEM Date 3/4/15
page 1 of 2 DCN: CT-S3A DATE 6-25-98 REVISION 2T:\2015 PROJECTS\2015-630 SMITH+GARDNER - KERSEY VALLEY MSWLF\[2015-630-02-01 J-SIEVEON.xls]Sheet1
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Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC.Boring No.STOCKPILE
Client Reference KERSEY VALLEY MSWLF Depth (ft)NA
Project No.2015-630-02 Sample No. SF-01
Lab ID 2015-630-02-01 Soil Color ORANGE
Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.837 Tare No.834
Wgt.Tare + Wet Specimen (gm) 1160.32 Wgt.Tare + Wet Specimen (gm)1786.76
Wgt.Tare + Dry Specimen (gm) 1020.37 Wgt.Tare + Dry Specimen (gm)1712.71
Weight of Tare (gm)260.89 Weight of Tare (gm)259.76
Weight of Water (gm)139.95 Weight of Water (gm)74.05
Weight of Dry Soil (gm)759.48 Weight of Dry Soil (gm)1452.95
Moisture Content (%)18.4 Moisture Content (%)5.1
Wet Weight -3/4" Sample (gm) 23672 Weight of the Dry Specimen (gm)759.48
Dry Weight - 3/4" Sample (gm) 19988.7 Weight of minus #200 material (gm)289.51
Wet Weight +3/4" Sample (gm) 1328.30 Weight of plus #200 material (gm)469.97
Dry Weight + 3/4" Sample (gm) 1263.89
Total Dry Weight Sample (gm) 21252.6 J - Factor (Percent Finer than 3/4")0.9405
Sieve Sieve Wgt.of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
(mm)Retained Finer
(gm)(%) (%)(%)(%)
12" 300 0.00 0.0 0.0 100.0 100.0
6" 150 0.00 0.0 0.0 100.0 100.0
3" 75 0.00 0.0 0.0 100.0 100.0
2" 50 720.95 ( * ) 3.2 3.2 96.8 96.8
1 1/2" 37.5 247.93 1.1 4.3 95.7 95.7
1" 25 240.77 1.1 5.4 94.6 94.6
3/4" 19 118.65 0.5 5.9 94.1 94.1
1/2" 12.5 18.95 2.5 2.5 97.5 91.7
3/8" 9.5 7.65 1.0 3.5 96.5 90.8
#4 4.75 37.21 4.9 8.4 91.6 86.2
#10 2 65.09 8.6 17.0 83.0 78.1
#20 0.85 86.22 ( ** ) 11.4 28.3 71.7 67.4
#40 0.425 73.54 9.7 38.0 62.0 58.3
#60 0.25 55.93 7.4 45.4 54.6 51.4
#140 0.106 89.36 11.8 57.1 42.9 40.3
#200 0.075 36.02 4.7 61.9 38.1 35.9
Pan -289.51 38.1 100.0 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Specimen
Tested By BW Date 3/2/15 Checked By GEM Date 3/4/15
page 2 of 2 DCN: CT-S3A DATE 5-17-00 REVISION 3T:\2015 PROJECTS\2015-630 SMITH+GARDNER - KERSEY VALLEY MSWLF\[2015-630-02-01 J-SIEVEON.xls]Sheet1

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MOISTURE DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: KERSEY VALLEY MSWLF Depth (ft): NA
Project No.:2015-630-02 Sample No.: SF-1
Lab ID:2015-630-02-01 Test Method STANDARD
Visual Description: ORANGE SILTY SAND
Optimum Water Content 15.0
Maximum Dry Density 114.1
Tested By BW Date 3/4/15 Checked By GEM Date 3/6/15
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MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: KERSEY VALLEY MSWLF Depth (ft): NA
Project No.:2015-630-02 Sample No.: SF-1
Lab ID:2015-630-02-01
Visual Description: ORANGE SILTY SAND
Total Weight of the Sample (g) 25200 Test Type STANDARD
As Received Water Content (%) NA Rammer Weight (lb)5.5
Assumed Specific Gravity 2.70 Rammer Drop (in)12
Rammer Type MECHANICAL
Percent Retained on 3/4" 6 Machine ID R 174
Percent Retained on 3/8" NA Mold ID R 173
Percent Retained on #4 NA Mold diameter 6
Oversize Material Not included Weight of the Mold (g)5537
Procedure Used C Volume of the Mold (cm3)2119
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g) 9638 9872 10010 9982 9913
Wt.of Mold (g) 5537 5537 5537 5537 5537
Wt. of Wet Sample (g) 4102 4335 4473 4445 4376
Mold Volume (cm3)2119 2119 2119 2119 2119
Moisture Content / Density
Tare Number 311 312 317 398 399
Wt. of Tare & Wet Sample (g) 501.30 587.70 617.20 564.10 600.60
Wt. of Tare & Dry Sample (g) 462.20 530.00 544.70 486.70 515.00
Wt. of Tare (g)84.30 84.20 82.50 84.00 86.40
Wt. of Water (g)39.10 57.70 72.50 77.40 85.60
Wt. of Dry Sample (g)377.90 445.80 462.20 402.70 428.60
Wet Density (g/cm3)1.94 2.05 2.11 2.10 2.06
Wet Density (pcf) 120.8 127.6 131.7 130.9 128.8
Moisture Content (%) 10.3 12.9 15.7 19.2 20.0
Dry Density (pcf) 109.4 113.0 113.8 109.8 107.4
Zero Air Voids
Moisture Content (%)17.0 19.0 21.5
Dry Unit Weight (pcf)115.5 111.4 106.6
Tested By BW Date 3/4/15 Checked By GEM Date 3/6/15
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

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MOISTURE CONTENT
ASTM D 2216-10
Client:SMITH + GARDNER, INC.
Client Reference: KERSEY VALLEY MSWLF PH. V
Project No.: 2015-630-06
Lab ID:001
Boring No.:STOCKPILE 3
Depth (ft):N/A
Sample No.:SF-03
Tare Number 839
Wt. of Tare & Wet Sample (g) 987.22
Wt. of Tare & Dry Sample (g) 892.44
Weight of Tare (g)258.07
Weight of Water (g)94.78
Weight of Dry Sample (g)634.37
Water Content (%)14.9
Notes :
Tested By SFS Date 4/10/15 Checked By GEM Date 4/13/15
page 1 of 1 DCN: CT-S1 DATE: 3/18/13 REVISION: 4

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ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:STOCKPILE 3
Client Reference:KERSEY VALLEY MSWLF PH. V Depth (ft):NA
Project No.: 2015-630-06 Sample No.: SF-03
Lab ID:2015-630-06-01 Soil Description:BROWN LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number 0 17 P U
Wt. of Tare & Wet Sample (g) 30.21 29.62 27.28 L
Wt. of Tare & Dry Sample (g) 26.41 25.95 24.08 T
Wt. of Tare (g) 15.31 15.49 15.23 I
Wt. of Water (g) 3.8 3.7 3.2 P
Wt. of Dry Sample (g) 11.1 10.5 8.9 O
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Moisture Content (%) 34.2 35.1 36.2 N
Number of Blows 35 26 19 T
Plastic Limit Test 1 2 Range Test Results
Tare Number A J Liquid Limit (%) 35
Wt. of Tare & Wet Sample (g) 21.89 22.52
Wt. of Tare & Dry Sample (g) 20.69 21.19 Plastic Limit (%) 22
Wt. of Tare (g) 15.28 15.19
Wt. of Water (g) 1.2 1.3 Plasticity Index (%) 13
Wt. of Dry Sample (g) 5.4 6.0
USCS Symbol CL
Moisture Content (%) 22.2 22.2 0.0
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By MPS Date 4/16/15 Checked By GEM Date 4/17/15
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC. Boring No. STOCKPILE 3
Client Reference KERSEY VALLEY MSWLF Depth (ft) NA
Project No. 2015-630-06 Sample No. SF-03
Lab ID 2015-630-06-01 Soil Color BROWN
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol SC, TESTED
USCS Classification CLAYEY SAND WITH GRAVEL
Tested By JRB Date 4/2/15 Checked By GEM Date 4/17/15
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC.Boring No.STOCKPILE 3
Client Reference KERSEY VALLEY MSWLF Depth (ft)NA
Project No.2015-630-06 Sample No. SF-03
Lab ID 2015-630-06-01 Soil Color BROWN
Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.839 Tare No.397
Wgt.Tare + Wet Specimen (gm) 987.22 Wgt.Tare + Wet Specimen (gm)3067.87
Wgt.Tare + Dry Specimen (gm) 892.44 Wgt.Tare + Dry Specimen (gm)2943.06
Weight of Tare (gm)258.07 Weight of Tare (gm)208.24
Weight of Water (gm)94.78 Weight of Water (gm)124.81
Weight of Dry Soil (gm)634.37 Weight of Dry Soil (gm)2734.82
Moisture Content (%)14.9 Moisture Content (%)4.6
Wet Weight -3/4" Sample (gm) 24540 Weight of the Dry Specimen (gm)634.37
Dry Weight - 3/4" Sample (gm) 21350.1 Weight of minus #200 material (gm)228.27
Wet Weight +3/4" Sample (gm) 2648.45 Weight of plus #200 material (gm)406.10
Dry Weight + 3/4" Sample (gm) 2532.86
Total Dry Weight Sample (gm) 23883.0 J - Factor (Percent Finer than 3/4")0.8939
Sieve Sieve Wgt.of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
(mm)Retained Finer
(gm)(%) (%)(%)(%)
12" 300 0.00 0.0 0.0 100.0 100.0
6" 150 0.00 0.0 0.0 100.0 100.0
3" 75 0.00 0.0 0.0 100.0 100.0
2" 50 1189.63 ( * ) 4.8 4.8 95.2 95.2
1 1/2" 37.5 818.39 3.3 8.0 92.0 92.0
1" 25 447.82 1.8 9.8 90.2 90.2
3/4" 19 192.61 0.8 10.6 89.4 89.4
1/2" 12.5 26.67 4.2 4.2 95.8 85.6
3/8" 9.5 18.97 3.0 7.2 92.8 83.0
#4 4.75 41.49 6.5 13.7 86.3 77.1
#10 2 52.00 8.2 21.9 78.1 69.8
#20 0.85 67.67 ( ** ) 10.7 32.6 67.4 60.3
#40 0.425 59.41 9.4 42.0 58.0 51.9
#60 0.25 42.91 6.8 48.7 51.3 45.8
#140 0.106 68.45 10.8 59.5 40.5 36.2
#200 0.075 28.53 4.5 64.0 36.0 32.2
Pan -228.27 36.0 100.0 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Specimen
Tested By JRB Date 4/2/15 Checked By GEM Date 4/17/15
page 2 of 2 DCN: CT-S3A DATE 5-17-00 REVISION 3T:\2015 PROJECTS\2015-630 SMITH+GARDNER - KERSEY VALLEY MSWLF\[2015-630-06-01 J-SIEVEON.xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP(Corrected for Oversize Particles)
ASTM D 4718-87, D 698-07e1
Client SMITH + GARDNER, INC. Boring No.STOCKPILE 3
Client Reference KERSEY VALLEY MSWLF PH. V Depth (ft)N/A
Project No.2015-630-06 Sample No.SF-03
Lab ID 2015-630-06-01 Test Method STANDARD
Visual Description BROWN CLAYEY SAND WITH GRAVEL
Optimum Water Content 13.5 Corrected Water Content 12.2
Maximum Dry Density 118.7 Corrected Dry Density 121.7
Tested By SFS Date 4/10/15 Checked By GEM Date 4/17/15
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Bulk Sp. Gravity
2.70
Assumed
2.49Measured

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP(Corrected for Oversize Particles)
ASTM D 4718-87, D 698-07e1
Client SMITH + GARDNER, INC. Boring No.STOCKPILE 3
Client Reference KERSEY VALLEY MSWLF PH. V Depth (ft)N/A
Project No.2015-630-06 Sample No.SF-03
Lab ID 2015-630-06-01
Visual Description BROWN CLAYEY SAND WITH GRAVEL
Total Weight of the Sample (gm) 27400 TestType STANDARD
As Received Water Content(%) NA Rammer Weight (lbs) 5.5
Assumed Specific Gravity(gm/cc)2.70 Rammer Drop (in) 12
Rammer Type Mechanical
Percent Retained on 3/4" (Dry) 10.40 Machine ID R 174
Percent Retained on 3/8" (Dry)NA Mold ID R 173
Percent Retained on #4 (Dry) NA Mold diameter 6"
Oversize Material Not included Weight of the Mold 5536
Procedure Used C Volume Of the Mold 2119
Mold/Specimen
Point No.12345
Wt. of Mold & WS (gm)9916 10081 10144 10041 9955
Wt.of Mold (gm)5536 5536 5536 5536 5536
Wt. of WS 4380 4545 4608 4505 4419
Mold Volume (cc)2119 2119 2119 2119 2119
Moisture Content/Density
Tare Number 866 312 305 317 368
Wt. of Tare & WS (gm)794.90 853.40 1194.60 849.50 1090.30
Wt. of Tare & DS (gm)730.80 766.00 1047.50 727.30 918.70
Wt. of Tare (gm)86.50 84.10 84.60 84.10 111.10
Wt. of Water (gm)64.10 87.40 147.10 122.20 171.60
Wt. of DS (gm)644.30 681.90 962.90 643.20 807.60
Wet Density (gm/cc)2.07 2.14 2.17 2.13 2.09
Wet Density (pcf)129.0 133.8 135.7 132.6 130.1
Moisture Content (%)9.9 12.8 15.3 19.0 21.2
Dry Density (pcf)117.3 118.6 117.7 111.5 107.3
Zero Air Voids
Moisture Content (%)15.3 19.0 21.2
Dry Unit Weight (pcf)119.3 111.4 107.1
Tested By SFS Date 4/10/15 Checked By GEM Date 4/17/15
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

MOISTURE CONTENT
ASTM D 2216-10
Client:SMITH + GARDNER, INC.
Client Reference: KERSEY VALLEY MSWLF
Project No.: 2015-630-01
Lab ID:001 002
Boring No.:STOCKPILE STOCKPILE
Depth (ft):NA NA
Sample No.:SL-01 SL-02
Tare Number 831 841
Wt. of Tare & Wet Sample (g) 725.30 960.60
Wt. of Tare & Dry Sample (g) 614.80 809.41
Weight of Tare (g)262.47 259.31
Weight of Water (g)110.50 151.19
Weight of Dry Sample (g)352.33 550.10
Water Content (%)31.4 27.5
Notes :
Tested By BW Date 3/2/15 Checked By GEM Date 3/3/15
page 1 of 1 DCN: CT-S1 DATE: 3/18/13 REVISION: 4

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

ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:STOCKPILE
Client Reference: KERSEY VALLEY MSWLF Depth (ft):NA
Project No.: 2015-630-01 Sample No.: SL-01
Lab ID:2015-630-01-01 Soil Description:BROWN SILT
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number S BF U
Wt. of Tare & Wet Sample (g) 27.99 29.06 26.18 L
Wt. of Tare & Dry Sample (g) 24.36 24.94 22.72 T
Wt. of Tare (g) 15.22 15.21 15.11 I
Wt. of Water (g) 3.6 4.1 3.5 P
Wt. of Dry Sample (g) 9.1 9.7 7.6 O
I
Moisture Content (%) 39.7 42.3 45.5 N
Number of Blows 35 25 18 T
Plastic Limit Test 1 2 Range Test Results
Tare Number A-P A-C Liquid Limit (%) 43
Wt. of Tare & Wet Sample (g) 22.35 22.60
Wt. of Tare & Dry Sample (g) 20.64 20.83 Plastic Limit (%) 34
Wt. of Tare (g) 15.60 15.59
Wt. of Water (g) 1.7 1.8 Plasticity Index (%) 9
Wt. of Dry Sample (g) 5.0 5.2
USCS Symbol ML
Moisture Content (%) 33.9 33.8 0.1
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By BW Date 3/2/15 Checked By GEM Date 3/3/15
page 1 of 1 DCN:CT-S4B DATE:3/18/13 REVISION:4 3ptlimit.xls
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC. Boring No. STOCKPILE
Client Reference KERSEY VALLEY MSWLF Depth (ft) NA
Project No. 2015-630-01 Sample No. SL-01
Lab ID 2015-630-01-01 Soil Color BROWN
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol ML, TESTED
USCS Classification SANDY SILT
Tested By BW Date 3/2/15 Checked By GEM Date 3/3/15
page 1 of 2 DCN: CT-S3A DATE 6-25-98 REVISION 2T:\2015 PROJECTS\2015-630 SMITH+GARDNER - KERSEY VALLEY MSWLF\[2015-630-01-01 J-SIEVEON.xls]Sheet1
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Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC.Boring No.STOCKPILE
Client Reference KERSEY VALLEY MSWLF Depth (ft)NA
Project No.2015-630-01 Sample No. SL-01
Lab ID 2015-630-01-01 Soil Color BROWN
Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.831 Tare No.842
Wgt.Tare + Wet Specimen (gm) 725.30 Wgt.Tare + Wet Specimen (gm)485.25
Wgt.Tare + Dry Specimen (gm) 614.80 Wgt.Tare + Dry Specimen (gm)476.72
Weight of Tare (gm)262.47 Weight of Tare (gm)256.14
Weight of Water (gm)110.50 Weight of Water (gm)8.53
Weight of Dry Soil (gm)352.33 Weight of Dry Soil (gm)220.58
Moisture Content (%)31.4 Moisture Content (%)3.9
Wet Weight -3/4" Sample (gm) 17500 Weight of the Dry Specimen (gm)352.33
Dry Weight - 3/4" Sample (gm) 13321.9 Weight of minus #200 material (gm)207.41
Wet Weight +3/4" Sample (gm) 212.17 Weight of plus #200 material (gm)144.92
Dry Weight + 3/4" Sample (gm) 204.27
Total Dry Weight Sample (gm) 13526.2 J - Factor (Percent Finer than 3/4")0.9849
Sieve Sieve Wgt.of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
(mm)Retained Finer
(gm)(%) (%)(%)(%)
12" 300 0.00 0.0 0.0 100.0 100.0
6" 150 0.00 0.0 0.0 100.0 100.0
3" 75 0.00 0.0 0.0 100.0 100.0
2" 50 0.00 ( * ) 0.0 0.0 100.0 100.0
1 1/2" 37.5 0.00 0.0 0.0 100.0 100.0
1" 25 106.35 0.8 0.8 99.2 99.2
3/4" 19 105.82 0.8 1.5 98.5 98.5
1/2" 12.5 11.22 3.2 3.2 96.8 95.4
3/8" 9.5 4.54 1.3 4.5 95.5 94.1
#4 4.75 6.60 1.9 6.3 93.7 92.2
#10 2 11.32 3.2 9.6 90.4 89.1
#20 0.85 15.03 ( ** ) 4.3 13.8 86.2 84.9
#40 0.425 20.44 5.8 19.6 80.4 79.2
#60 0.25 20.53 5.8 25.5 74.5 73.4
#140 0.106 38.02 10.8 36.2 63.8 62.8
#200 0.075 17.22 4.9 41.1 58.9 58.0
Pan -207.41 58.9 100.0 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Specimen
Tested By BW Date 3/2/15 Checked By GEM Date 3/3/15
page 2 of 2 DCN: CT-S3A DATE 5-17-00 REVISION 3T:\2015 PROJECTS\2015-630 SMITH+GARDNER - KERSEY VALLEY MSWLF\[2015-630-01-01 J-SIEVEON.xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: KERSEY VALLEY MSWLF Depth (ft): NA
Project No.:2015-630-01 Sample No.: SL-01
Lab ID:2015-630-01-01 Test Method STANDARD
Visual Description: BROWN SANDY SILT
Optimum Water Content 17.3
Maximum Dry Density 102.3
Tested By BW Date 3/6/15 Checked By GEM Date 3/9/15
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14
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Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: KERSEY VALLEY MSWLF Depth (ft): NA
Project No.:2015-630-01 Sample No.: SL-01
Lab ID:2015-630-01-01
Visual Description: BROWN SANDY SILT
Total Weight of the Sample (g) 17800 Test Type STANDARD
As Received Water Content (%) NA Rammer Weight (lb)5.5
Assumed Specific Gravity 2.70 Rammer Drop (in)12
Rammer Type MECHANICAL
Percent Retained on 3/4" 1 Machine ID R 174
Percent Retained on 3/8" 3 Mold ID R 461
Percent Retained on #4 4 Mold diameter 4"
Oversize Material Not included Weight of the Mold (g)4176
Procedure Used A Volume of the Mold (cm3)937
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g) 5902 5947 5979 6018 6041
Wt.of Mold (g) 4176 4176 4176 4176 4176
Wt. of Wet Sample (g) 1726 1771 1803 1843 1865
Mold Volume (cm3)937 937 937 937 937
Moisture Content / Density
Tare Number 314 300 312 314 312
Wt. of Tare & Wet Sample (g) 439.60 439.50 421.20 477.60 447.60
Wt. of Tare & Dry Sample (g) 397.80 394.20 371.40 408.50 377.80
Wt. of Tare (g)84.60 110.60 84.00 84.50 84.00
Wt. of Water (g)41.80 45.30 49.80 69.10 69.80
Wt. of Dry Sample (g)313.20 283.60 287.40 324.00 293.80
Wet Density (g/cm3)1.84 1.89 1.92 1.97 1.99
Wet Density (pcf) 114.9 117.9 120.1 122.7 124.2
Moisture Content (%) 13.3 16.0 17.3 21.3 23.8
Dry Density (pcf) 101.4 101.7 102.3 101.1 100.3
Zero Air Voids
Moisture Content (%)23.0 26.0 26.0
Dry Unit Weight (pcf)103.9 99.0 99.0
Tested By BW Date 3/6/15 Checked By GEM Date 3/9/15
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

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

ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:STOCKPILE
Client Reference:KERSEY VALLEY MSWLF PH. V Depth (ft):0-5
Project No.: 2015-630-04 Sample No.: CL-3
Lab ID:2015-630-04-03 Soil Description:LIGHT BROWN LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number 4M YBB U
Wt. of Tare & Wet Sample (g) 25.27 25.46 26.14 L
Wt. of Tare & Dry Sample (g) 22.75 22.79 23.15 T
Wt. of Tare (g) 15.66 15.71 15.60 I
Wt. of Water (g) 2.5 2.7 3.0 P
Wt. of Dry Sample (g) 7.1 7.1 7.6 O
I
Moisture Content (%) 35.5 37.7 39.6 N
Number of Blows 35 25 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number B1 K Liquid Limit (%) 37
Wt. of Tare & Wet Sample (g) 22.62 22.95
Wt. of Tare & Dry Sample (g) 21.31 21.50 Plastic Limit (%) 23
Wt. of Tare (g) 15.64 15.23
Wt. of Water (g) 1.3 1.5 Plasticity Index (%) 14
Wt. of Dry Sample (g) 5.7 6.3
USCS Symbol CL
Moisture Content (%) 23.1 23.1 0.0
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By BW Date 3/25/15 Checked By SFS Date 3/26/15
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC. Boring No. STOCKPILE
Client Reference KERSEY VALLEY MSWLF Depth (ft) 0-5
Project No. 2015-630-04 Sample No. CL-3
Lab ID 2015-630-04-03 Soil Color LIGHT BROWN
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol SC, TESTED
USCS Classification CLAYEY SAND WITH GRAVEL
Tested By SFS Date 3/23/15 Checked By GEM Date 3/24/15
page 1 of 2 DCN: CT-S3A DATE 6-25-98 REVISION 2T:\2015 PROJECTS\2015-630 SMITH+GARDNER - KERSEY VALLEY MSWLF\[2015-630-04-03 J-SIEVEON.xls]Sheet1
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12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC.Boring No.STOCKPILE
Client Reference KERSEY VALLEY MSWLF Depth (ft)0-5
Project No.2015-630-04 Sample No. CL-3
Lab ID 2015-630-04-03 Soil Color LIGHT BROWN
Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.212 Tare No.213
Wgt.Tare + Wet Specimen (gm) 1221.18 Wgt.Tare + Wet Specimen (gm)3464.80
Wgt.Tare + Dry Specimen (gm) 1100.32 Wgt.Tare + Dry Specimen (gm)3378.20
Weight of Tare (gm)171.21 Weight of Tare (gm)173.11
Weight of Water (gm)120.86 Weight of Water (gm)86.60
Weight of Dry Soil (gm)929.11 Weight of Dry Soil (gm)3205.09
Moisture Content (%)13.0 Moisture Content (%)2.7
Wet Weight -3/4" Sample (gm) 21900 Weight of the Dry Specimen (gm)929.11
Dry Weight - 3/4" Sample (gm) 19379.1 Weight of minus #200 material (gm)415.45
Wet Weight +3/4" Sample (gm) 3096.58 Weight of plus #200 material (gm)513.66
Dry Weight + 3/4" Sample (gm) 3015.11
Total Dry Weight Sample (gm) 22394.2 J - Factor (Percent Finer than 3/4")0.8654
Sieve Sieve Wgt.of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
(mm)Retained Finer
(gm)(%) (%)(%)(%)
12" 300 0.00 0.0 0.0 100.0 100.0
6" 150 0.00 0.0 0.0 100.0 100.0
3" 75 2019.98 8.8 8.8 91.2 91.2
2" 50 513.60 ( * ) 2.2 11.0 89.0 89.0
1 1/2" 37.5 375.38 1.6 12.6 87.4 87.4
1" 25 0.00 0.0 12.6 87.4 87.4
3/4" 19 187.62 0.8 13.5 86.5 86.5
1/2" 12.5 43.60 4.7 4.7 95.3 82.5
3/8" 9.5 38.67 4.2 8.9 91.1 78.9
#4 4.75 57.11 6.1 15.0 85.0 73.6
#10 2 67.80 7.3 22.3 77.7 67.2
#20 0.85 75.90 ( ** ) 8.2 30.5 69.5 60.2
#40 0.425 65.14 7.0 37.5 62.5 54.1
#60 0.25 50.66 5.5 42.9 57.1 49.4
#140 0.106 81.57 8.8 51.7 48.3 41.8
#200 0.075 33.21 3.6 55.3 44.7 38.7
Pan -415.45 44.7 100.0 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Specimen
Tested By SFS Date 3/23/15 Checked By GEM Date 3/24/15
page 2 of 2 DCN: CT-S3A DATE 5-17-00 REVISION 3T:\2015 PROJECTS\2015-630 SMITH+GARDNER - KERSEY VALLEY MSWLF\[2015-630-04-03 J-SIEVEON.xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP(Corrected for Oversize Particles)
ASTM D 4718-87, D 698-07e1
Client SMITH + GARDNER, INC. Boring No.STOCKPILE
Client Reference KERSEY VALLEY MSWLF Depth (ft)0-5
Project No.2015-630-04 Sample No.CL-3
Lab ID 2015-630-04-03 Test Method STANDARD
Visual Description LIGHT BROWN CLAYEY SAND WITH GRAVEL
Optimum Water Content 16.4 Corrected Water Content 14.3
Maximum Dry Density 113.5 Corrected Dry Density 118.6
Tested By BW Date 4/3/15 Checked By GEM Date 4/6/15
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Bulk Sp. Gravity
2.70
Assumed
2.70Measured

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP(Corrected for Oversize Particles)
ASTM D 4718-87, D 698-07e1
Client SMITH + GARDNER, INC. Boring No.STOCKPILE
Client Reference KERSEY VALLEY MSWLF Depth (ft)0-5
Project No.2015-630-04 Sample No.CL-3
Lab ID 2015-630-04-03
Visual Description LIGHT BROWN CLAYEY SAND WITH GRAVEL
Total Weight of the Sample (gm) 25200 TestType STANDARD
As Received Water Content(%) NA Rammer Weight (lbs) 5.5
Assumed Specific Gravity(gm/cc)2.70 Rammer Drop (in) 12
Rammer Type Mechanical
Percent Retained on 3/4" (Dry) 13.10 Machine ID R 174
Percent Retained on 3/8" (Dry)NA Mold ID R 173
Percent Retained on #4 (Dry) NA Mold diameter 6"
Oversize Material Not included Weight of the Mold 5536
Procedure Used C Volume Of the Mold 2119
Mold/Specimen
Point No.12345
Wt. of Mold & WS (gm)9614 9805 9970 10040 9942
Wt.of Mold (gm)5536 5536 5536 5536 5536
Wt. of WS 4077 4269 4434 4503 4406
Mold Volume (cc)2119 2119 2119 2119 2119
Moisture Content/Density
Tare Number 368 300 312 305 866
Wt. of Tare & WS (gm)448.20 496.80 484.90 482.00 470.80
Wt. of Tare & DS (gm)419.00 455.20 431.90 423.00 405.50
Wt. of Tare (gm)111.00 110.50 84.10 84.50 86.50
Wt. of Water (gm)29.20 41.60 53.00 59.00 65.30
Wt. of DS (gm)308.00 344.70 347.80 338.50 319.00
Wet Density (gm/cc)1.92 2.01 2.09 2.12 2.08
Wet Density (pcf)120.0 125.7 130.5 132.6 129.7
Moisture Content (%)9.5 12.1 15.2 17.4 20.5
Dry Density (pcf)109.7 112.2 113.3 112.9 107.7
Zero Air Voids
Moisture Content (%)15.2 18.0 21.5
Dry Unit Weight (pcf)119.4 113.4 106.6
Tested By BW Date 4/3/15 Checked By GEM Date 4/6/15
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Test Procedure:ASTM F 1417
Date:6/9/2015
Project:
Contractor:
Test Observed by:
Pipeline Description*:
*(Material, Thickness, Pressure Rating, Etc.)
Section Tested:From:
To:
Test Section:Diam. (D) (in): 18.0 Length (L) (ft): 470
Test Start Time:Maximum Start Pressure (psig):4.0
Test End Time:Maximum End Pressure (psig):4.0
Total Test Time (Minutes):31 (See Min. Below)Total Pressure Drop (psig):0.0
Test Result: PASS (Pressure Drop </= 0.5 psig)
Leak Location (if Fail):
Notes:
Minimum Test Time Calculation:
T = (0.085 DK/Q)/2
where:D =18 nominal pipe size, inches (From Above)L =470 length of test section, feet (From Above)K =3.54474 0.000419 DL (not less than 1.0)Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SFT =1,808 seconds30 minutes0.50 hours
Low Pressure Air Test Documentation
DP-11A
DP-11E
6/9/15 9:26 AM
6/9/15 9:57 AM
NOTE - This formula should be used for pipes with nominal diameters from 4" to 30". Consult with pipe/fitting
manufacturer if pipe size is outside of this range.
Time test (T) is determined using the following formula from Section 9.2 of ASTM standard F 1417, and modified
for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and 2) length for the section tested
in the shaded cells below. For multiple diameters, perform this calculation for each pipe diameter being tested,
and take the sum total T.
Jimmy R. Lynch & Sons, Inc.
Carter Shore (S+G)
HDPE DR-17, 100 PSI
Kersey Valley MSWLF Area 1 Closure
SMITH GARDNER, INC.HP Area 1 Low Pressure Air Test (ASTM F1417) 06-09-15.xls
Test Procedure:ASTM F 1417
Date:6/9/2015
Project:
Contractor:
Test Observed by:
Pipeline Description*:
*(Material, Thickness, Pressure Rating, Etc.)
Section Tested:From:
To:
Test Section:Diam. (D) (in): 16.0 Length (L) (ft): 440
Test Start Time:Maximum Start Pressure (psig):4.0
Test End Time:Maximum End Pressure (psig):4.0
Total Test Time (Minutes):24 (See Min. Below)Total Pressure Drop (psig):0.0
Test Result: PASS (Pressure Drop </= 0.5 psig)
Leak Location (if Fail):
Notes:
Minimum Test Time Calculation:
T = (0.085 DK/Q)/2
where:D =16 nominal pipe size, inches (From Above)L =440 length of test section, feet (From Above)K =2.94976 0.000419 DL (not less than 1.0)Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SFT =1,337 seconds22 minutes0.37 hours
Time test (T) is determined using the following formula from Section 9.2 of ASTM standard F 1417, and modified
for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and 2) length for the section tested
in the shaded cells below. For multiple diameters, perform this calculation for each pipe diameter being tested,
and take the sum total T.
DP-12D
6/9/15 10:16 AM
6/9/15 10:40 AM
DP-12A to DP-12C: 14 in.
DP-12C to DP-12D: 16 in.
Test time was determined assuming entire length of pipe as 16 in.
NOTE - This formula should be used for pipes with nominal diameters from 4" to 30". Consult with pipe/fitting
manufacturer if pipe size is outside of this range.
Low Pressure Air Test Documentation
Kersey Valley MSWLF Area 1 Closure
Jimmy R. Lynch & Sons, Inc.
Carter Shore (S+G)
HDPE DR-17, 100 PSI rating
DP-12A
SMITH GARDNER, INC.HP Area 1 Low Pressure Air Test (ASTM F1417) 06-09-15.xls
Test Procedure:ASTM F 1417
Date:6/9/2015
Project:
Contractor:
Test Observed by:
Pipeline Description*:
*(Material, Thickness, Pressure Rating, Etc.)
Section Tested:From:
To:
Test Section:Diam. (D) (in): 18.0 Length (L) (ft): 330
Test Start Time:Maximum Start Pressure (psig):4.0
Test End Time:Maximum End Pressure (psig):4.0
Total Test Time (Minutes):25 (See Min. Below)Total Pressure Drop (psig):0.0
Test Result: PASS (Pressure Drop </= 0.5 psig)
Leak Location (if Fail):
Notes:
Minimum Test Time Calculation:
T = (0.085 DK/Q)/2
where:D =18 nominal pipe size, inches (From Above)L =330 length of test section, feet (From Above)K =2.48886 0.000419 DL (not less than 1.0)Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SFT =1,269 seconds21 minutes0.35 hours
Time test (T) is determined using the following formula from Section 9.2 of ASTM standard F 1417, and modified
for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and 2) length for the section tested
in the shaded cells below. For multiple diameters, perform this calculation for each pipe diameter being tested,
and take the sum total T.
DP-21D
6/9/15 8:00 AM
6/9/15 8:25 AM
NOTE - This formula should be used for pipes with nominal diameters from 4" to 30". Consult with pipe/fitting
manufacturer if pipe size is outside of this range.
Low Pressure Air Test Documentation
Kersey Valley MSWLF Area 1 Closure
Jimmy R. Lynch & Sons, Inc.
Carter Shore (S+G)
HDPE DR-17, 100 PSI rating
DP-21A
SMITH GARDNER, INC.HP Area 1 Low Pressure Air Test (ASTM F1417) 06-09-15.xls
Test Procedure:ASTM F 1417
Date:6/8/2015
Project:
Contractor:
Test Observed by:
Pipeline Description*:
*(Material, Thickness, Pressure Rating, Etc.)
Section Tested:From:
To:
Test Section:Diam. (D) (in): 18.0 Length (L) (ft): 385
Test Start Time:Maximum Start Pressure (psig):4.0
Test End Time:Maximum End Pressure (psig):4.0
Total Test Time (Minutes):25 (See Min. Below)Total Pressure Drop (psig):0.0
Test Result: PASS (Pressure Drop </= 0.5 psig)
Leak Location (if Fail):
Notes:
Minimum Test Time Calculation:
T = (0.085 DK/Q)/2
where:D =18 nominal pipe size, inches (From Above)L =385 length of test section, feet (From Above)K =2.90367 0.000419 DL (not less than 1.0)Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SFT =1,481 seconds25 minutes0.41 hours
Time test (T) is determined using the following formula from Section 9.2 of ASTM standard F 1417, and modified
for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and 2) length for the section tested
in the shaded cells below. For multiple diameters, perform this calculation for each pipe diameter being tested,
and take the sum total T.
DP-31D
6/8/15 3:15 PM
6/8/15 3:40 PM
DP-31A to DP-31B: 12 in.
DP-31B to DP-31D: 18 in.
Test time was determined assuming entire length of pipe as 18 in.
NOTE - This formula should be used for pipes with nominal diameters from 4" to 30". Consult with pipe/fitting
manufacturer if pipe size is outside of this range.
Low Pressure Air Test Documentation
Kersey Valley MSWLF Area 1 Closure
Jimmy R. Lynch & Sons, Inc.
Carter Shore (S+G)
HDPE DR-17, 100 PSI rating
DP-31A
SMITH GARDNER, INC.HP Area 1 Low Pressure Air Test (ASTM F1417) 06-09-15.xls
Test Procedure:ASTM F 1417
Date:6/8/2015
Project:
Contractor:
Test Observed by:
Pipeline Description*:
*(Material, Thickness, Pressure Rating, Etc.)
Section Tested:From:
To:
Test Section:Diam. (D) (in): 16.0 Length (L) (ft): 220
Test Start Time:Maximum Start Pressure (psig):4.0
Test End Time:Maximum End Pressure (psig):4.0
Total Test Time (Minutes):12 (See Min. Below)Total Pressure Drop (psig):0.0
Test Result: PASS (Pressure Drop </= 0.5 psig)
Leak Location (if Fail):
Notes:
Minimum Test Time Calculation:
T = (0.085 DK/Q)/2
where:D =16 nominal pipe size, inches (From Above)L =220 length of test section, feet (From Above)K =1.47488 0.000419 DL (not less than 1.0)Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SFT =669 seconds11 minutes0.19 hours
Time test (T) is determined using the following formula from Section 9.2 of ASTM standard F 1417, and modified
for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and 2) length for the section tested
in the shaded cells below. For multiple diameters, perform this calculation for each pipe diameter being tested,
and take the sum total T.
DP-32C
6/8/15 8:28 AM
6/8/15 8:40 AM
DP-32A to DP-32B: 14 in.
DP-32B to DP-32C: 16 in.
Test time was determined assuming entire length of pipe as 16 in.
NOTE - This formula should be used for pipes with nominal diameters from 4" to 30". Consult with pipe/fitting
manufacturer if pipe size is outside of this range.
Low Pressure Air Test Documentation
Kersey Valley MSWLF Area 1 Closure
Jimmy R. Lynch & Sons, Inc.
Carter Shore (S+G)
HDPE DR-17, 100 PSI rating
DP-32A
SMITH GARDNER, INC.HP Area 1 Low Pressure Air Test (ASTM F1417) 06-09-15.xls
Test Procedure:ASTM F 1417
Date:6/8/2015
Project:
Contractor:
Test Observed by:
Pipeline Description*:
*(Material, Thickness, Pressure Rating, Etc.)
Section Tested:From:
To:
Test Section:Diam. (D) (in): 18.0 Length (L) (ft): 435
Test Start Time:Maximum Start Pressure (psig):4.0
Test End Time:Maximum End Pressure (psig):4.0
Total Test Time (Minutes):28 (See Min. Below)Total Pressure Drop (psig):0.0
Test Result: PASS (Pressure Drop </= 0.5 psig)
Leak Location (if Fail):
Notes:
Minimum Test Time Calculation:
T = (0.085 DK/Q)/2
where:D =18 nominal pipe size, inches (From Above)L =435 length of test section, feet (From Above)K =3.28077 0.000419 DL (not less than 1.0)Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SFT =1,673 seconds28 minutes0.46 hours
Time test (T) is determined using the following formula from Section 9.2 of ASTM standard F 1417, and modified
for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and 2) length for the section tested
in the shaded cells below. For multiple diameters, perform this calculation for each pipe diameter being tested,
and take the sum total T.
DP-33D
6/8/15 12:15 PM
6/8/15 12:43 PM
NOTE - This formula should be used for pipes with nominal diameters from 4" to 30". Consult with pipe/fitting
manufacturer if pipe size is outside of this range.
Low Pressure Air Test Documentation
Kersey Valley MSWLF Area 1 Closure
Jimmy R. Lynch & Sons, Inc.
Carter Shore (S+G)
HDPE DR-17, 100 PSI rating
DP-33A
SMITH GARDNER, INC.HP Area 1 Low Pressure Air Test (ASTM F1417) 06-09-15.xls
Test Procedure:ASTM F 1417
Date:6/8/2015
Project:
Contractor:
Test Observed by:
Pipeline Description*:
*(Material, Thickness, Pressure Rating, Etc.)
Section Tested:From:
To:
Test Section:Diam. (D) (in): 14.0 Length (L) (ft): 185
Test Start Time:Maximum Start Pressure (psig):4.0
Test End Time:Maximum End Pressure (psig):4.0
Total Test Time (Minutes):9 (See Min. Below)Total Pressure Drop (psig):0.0
Test Result: PASS (Pressure Drop </= 0.5 psig)
Leak Location (if Fail):
Notes:
Minimum Test Time Calculation:
T = (0.085 DK/Q)/2
where:D =14 nominal pipe size, inches (From Above)L =185 length of test section, feet (From Above)K =1.08521 0.000419 DL (not less than 1.0)Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SFT =430 seconds7 minutes0.12 hours
Time test (T) is determined using the following formula from Section 9.2 of ASTM standard F 1417, and modified
for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and 2) length for the section tested
in the shaded cells below. For multiple diameters, perform this calculation for each pipe diameter being tested,
and take the sum total T.
DP-34C
6/8/15 2:32 PM
6/8/15 2:41 PM
NOTE - This formula should be used for pipes with nominal diameters from 4" to 30". Consult with pipe/fitting
manufacturer if pipe size is outside of this range.
Low Pressure Air Test Documentation
Kersey Valley MSWLF Area 1 Closure
Jimmy R. Lynch & Sons, Inc.
Carter Shore (S+G)
HDPE DR-17, 100 PSI rating
DP-34A
SMITH GARDNER, INC.HP Area 1 Low Pressure Air Test (ASTM F1417) 06-09-15.xls

This page intentionally left blank.

Appendix F
LFG Well Logs
Construction Quality Assurance Report
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

This page intentionally left blank.

This page intentionally left blank.
We
l
l

N
o

N
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)
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(
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G

S
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Up

(
f
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)
Be
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Bu
i
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(Y
/
N
)
Da
t
e
(
s
)

Dr
i
l
l
e
d
Comments
LF
G

1
1
5

N
A

N
A

N
A

3
7
NA

N
A

Y

0
7
/
2
7
/
1
5
LF
G

1
1
6

N
A

N
A

N
A

3
9
NA

N
A

Y

0
7
/
2
8
/
1
5
LF
G

1
1
7

N
A

N
A

N
A

7
6
NA

N
A

Y

0
7
/
2
7
/
1
5
LF
G

1
1
8

N
A

N
A

N
A

6
8
NA

N
A

Y

0
7
/
2
8
/
1
5
LF
G

1
1
9

N
A

N
A

N
A

3
2
NA

N
A

Y

0
7
/
2
8
/
1
5
LF
G

1
2
0

N
A

N
A

N
A

8
2
NA

N
A

Y

0
7
/
2
8
/
1
5
LF
G

1
2
1

N
A

N
A

N
A

3
8
NA

N
A

Y

0
7
/
2
9
/
1
5
LF
G

1
2
2

N
A

N
A

N
A

6
7
NA

N
A

Y

0
7
/
2
9
/
1
5
To
t
a
l
s
43
9DR
I
L
L
I
N
G

S
U
M
M
A
R
Y
20
1
5

L
A
N
D
F
I
L
L

G
A
S

M
A
N
A
G
E
M
E
N
T

E
X
T
E
N
S
I
O
N
KE
R
S
E
Y

V
A
L
L
E
Y
,

H
I
G
H

P
O
I
N
T
,

N
C
Ca
r
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s
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n

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n
v
i
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o
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,

P
C
Rev. 0, 8/2/2015

This page intentionally left blank.
Carlson Environmental Consultants, pc
Well No.:LFG-115
Site:HIGH POINT
Date Drilled:07/27/15
Log Prepared By:JOSH GOOSMAN
Drilling Co.:CEC
Driller Name:JOSH GOOSMAN
Bench (Y/N):YES
Ft.Weather:SUNNY
Backfill: Ft.Northing:NA
Ft.Easting:NA
Ft.Bentonite:Ft.Surface Elevation:NA
Time Start Drilling:6:00 PM
Backfill:Ft.Time End Drilling:6:50 PM
Well Pipe Size:NA
Well Material:NA
Solid Pipe:NA
Ft.Perforated Pipe:NA
Ft.Bentonite:Ft.Stone:NA
Ft.Backfill:Ft.Total Depth:37'
Ft.
0-5 CAP LOW DRY
5-10 MSW LOW DRY
10-20 MSW,PLASTIC LOW DRY
20-30 MSW LOW DRY
30-37 MSW LOW DRY
40-50
50-60
60-70
70-80
80-90
90-100
100-110
110-120
120-130
130-140
Ft.140-150
150-160
Comments:
DRILL LOG
Depth Composition Temp (F)Degree of
Decomposition
Amount of
Moisture.
Slip-On Cap
Well Safety Grate
No Completion Done
Carlson Environmental Consultants, pc
Well No.:LFG-116
Site:HIGH POINT
Date Drilled:07/28/15
Log Prepared By:JOSH GOOSMAN
Drilling Co.:CEC
Driller Name:JOSH GOOSMAN
Bench (Y/N):YES
Ft.Weather:SUNNY
Backfill: Ft.Northing:NA
Ft.Easting:NA
Ft.Bentonite:Ft.Surface Elevation:NA
Time Start Drilling:10:00 AM
Backfill:Ft.Time End Drilling:11:00 AM
Well Pipe Size:NA
Well Material:NA
Solid Pipe:NA
Ft.Perforated Pipe:NA
Ft.Bentonite:Ft.Stone:NA
Ft.Backfill:Ft.Total Depth:39'
Ft.
0-5 CAP LOW DRY
5-10 MSW LOW DRY
10-20 MSW LOW DRY
20-30 MSW LOW DRY
30-39 MSW LOW DRY
40-50
50-60
60-70
70-80
80-90
90-100
100-110
110-120
120-130
130-140
Ft.140-150
150-160
Comments:
DRILL LOG
Depth Composition Temp (F)Degree of
Decomposition
Amount of
Moisture.
Slip-On Cap
Well Safety Grate
No Completion Done
Carlson Environmental Consultants, pc
Well No.:LFG-117
Site:HIGH POINT
Date Drilled:07/27/15
Log Prepared By:JOSH GOOSMAN
Drilling Co.:CEC
Driller Name:JOSH GOOSMAN
Bench (Y/N):YES
Ft.Weather:SUNNY
Backfill: Ft.Northing:NA
Ft.Easting:NA
Ft.Bentonite:Ft.Surface Elevation:NA
Time Start Drilling:3:00 PM
Backfill:Ft.Time End Drilling:5:00 PM
Well Pipe Size:NA
Well Material:NA
Solid Pipe:NA
Ft.Perforated Pipe:NA
Ft.Bentonite:Ft.Stone:NA
Ft.Backfill:Ft.Total Depth:76'
Ft.
0-5 CAP LOW DRY
5-10 MSW LOW DRY
10-20 MSW,PLASTIC LOW DRY
20-30 MSW LOW DRY
30-40 MSW LOW DRY
40-50 MSW LOW DRY
50-60 MSW,SOIL LOW DRY
60-70 MSW,SOIL LOW DRY
70-76 MSW LOW DRY
80-90
90-100
100-110
110-120
120-130
130-140
Ft.140-150
150-160
Comments:
DRILL LOG
Depth Composition Temp (F)Degree of
Decomposition
Amount of
Moisture.
Slip-On Cap
Well Safety Grate
No Completion Done
Carlson Environmental Consultants, pc
Well No.:LFG-118
Site:HIGH POINT
Date Drilled:07/28/15
Log Prepared By:JOSH GOOSMAN
Drilling Co.:CEC
Driller Name:JOSH GOOSMAN
Bench (Y/N):YES
Ft.Weather:SUNNY
Backfill: Ft.Northing:NA
Ft.Easting:NA
Ft.Bentonite:Ft.Surface Elevation:NA
Time Start Drilling:7:00AM
Backfill:Ft.Time End Drilling:9:00 AM
Well Pipe Size:NA
Well Material:NA
Solid Pipe:NA
Ft.Perforated Pipe:NA
Ft.Bentonite:Ft.Stone:NA
Ft.Backfill:Ft.Total Depth:68'
Ft.
0-5 CAP LOW DRY
5-10 MSW LOW DRY
10-20 MSW LOW DRY
20-30 MSW LOW DRY
30-40 MSW,WOOD LOW DRY
40-50 MSW LOW DRY
50-60 MSW LOW DRY
60-68 MSW,PLASTIC LOW DRY
70-80
80-90
90-100
100-110
110-120
120-130
130-140
Ft.140-150
150-160
Comments:
DRILL LOG
Depth Composition Temp (F)Degree of
Decomposition
Amount of
Moisture.
Slip-On Cap
Well Safety Grate
No Completion Done
Carlson Environmental Consultants, pc
Well No.:LFG-119
Site:HIGH POINT
Date Drilled:07/28/15
Log Prepared By:JOSH GOOSMAN
Drilling Co.:CEC
Driller Name:JOSH GOOSMAN
Bench (Y/N):YES
Ft.Weather:SUNNY
Backfill: Ft.Northing:NA
Ft.Easting:NA
Ft.Bentonite:Ft.Surface Elevation:NA
Time Start Drilling:5:30 PM
Backfill:Ft.Time End Drilling:6:15 PM
Well Pipe Size:NA
Well Material:NA
Solid Pipe:NA
Ft.Perforated Pipe:NA
Ft.Bentonite:Ft.Stone:NA
Ft.Backfill:Ft.Total Depth:32'
Ft.
0-5 CAP LOW DRY
5-10 MSW LOW DRY
10-20 MSW LOW DRY
20-30 MSW LOW DRY
30-32 MSW LOW DRY
40-50
50-60
60-70
70-80
80-90
90-100
100-110
110-120
120-130
130-140
Ft.140-150
150-160
Comments:
DRILL LOG
Depth Composition Temp (F)Degree of
Decomposition
Amount of
Moisture.
Slip-On Cap
Well Safety Grate
No Completion Done
Carlson Environmental Consultants, pc
Well No.:LFG-120
Site:HIGH POINT
Date Drilled:07/28/15
Log Prepared By:JOSH GOOSMAN
Drilling Co.:CEC
Driller Name:JOSH GOOSMAN
Bench (Y/N):YES
Ft.Weather:SUNNY
Backfill: Ft.Northing:NA
Ft.Easting:NA
Ft.Bentonite:Ft.Surface Elevation:NA
Time Start Drilling:2:00 PM
Backfill:Ft.Time End Drilling:4:30 PM
Well Pipe Size:NA
Well Material:NA
Solid Pipe:NA
Ft.Perforated Pipe:NA
Ft.Bentonite:Ft.Stone:NA
Ft.Backfill:Ft.Total Depth:82'
Ft.
0-5 CAP LOW DRY
5-10 MSW LOW DRY
10-20 MSW,CARPET LOW DRY
20-30 MSW LOW DRY
30-40 MSW LOW DRY
40-50 MSW,WOOD LOW DRY
50-60 MSW LOW DRY
60-70 MSW LOW DRY
70-80 MSW,SOIL LOW DRY
80-82 MSW,SOIL LOW DRY
90-100
100-110
110-120
120-130
130-140
Ft.140-150
150-160
Comments:
DRILL LOG
Depth Composition Temp (F)Degree of
Decomposition
Amount of
Moisture.
Slip-On Cap
Well Safety Grate
No Completion Done
Carlson Environmental Consultants, pc
Well No.:LFG-121
Site:HIGH POINT
Date Drilled:07/29/15
Log Prepared By:JOSH GOOSMAN
Drilling Co.:CEC
Driller Name:JOSH GOOSMAN
Bench (Y/N):YES
Ft.Weather:SUNNY
Backfill: Ft.Northing:NA
Ft.Easting:NA
Ft.Bentonite:Ft.Surface Elevation:NA
Time Start Drilling:10:00 AM
Backfill:Ft.Time End Drilling:11:00 AM
Well Pipe Size:NA
Well Material:NA
Solid Pipe:NA
Ft.Perforated Pipe:NA
Ft.Bentonite:Ft.Stone:NA
Ft.Backfill:Ft.Total Depth:38'
Ft.
0-5 CAP LOW DRY
5-10 MSW LOW DRY
10-20 MSW LOW DRY
20-30 MSW LOW DRY
30-38 MSW LOW DRY
40-50
50-60
60-70
70-80
80-90
90-100
100-110
110-120
120-130
130-140
Ft.140-150
150-160
Comments:
DRILL LOG
Depth Composition Temp (F)Degree of
Decomposition
Amount of
Moisture.
Slip-On Cap
Well Safety Grate
No Completion Done
Carlson Environmental Consultants, pc
Well No.:LFG-122
Site:HIGH POINT
Date Drilled:07/29/15
Log Prepared By:JOSH GOOSMAN
Drilling Co.:CEC
Driller Name:JOSH GOOSMAN
Bench (Y/N):YES
Ft.Weather:SUNNY
Backfill: Ft.Northing:NA
Ft.Easting:NA
Ft.Bentonite:Ft.Surface Elevation:NA
Time Start Drilling:7:20 AM
Backfill:Ft.Time End Drilling:9:30 AM
Well Pipe Size:NA
Well Material:NA
Solid Pipe:NA
Ft.Perforated Pipe:NA
Ft.Bentonite:Ft.Stone:NA
Ft.Backfill:Ft.Total Depth:67'
Ft.
0-5 CAP LOW DRY
5-10 MSW LOW DRY
10-20 MSW LOW DRY
20-30 MSW,PLASTIC LOW DRY
30-40 MSW,WOOD LOW DRY
40-50 MSW LOW DRY
50-60 MSW,PLASTIC LOW DRY
60-67 MSW LOW DRY
70-80
80-90
90-100
100-110
110-120
120-130
130-140
Ft.140-150
150-160
Comments:
DRILL LOG
Depth Composition Temp (F)Degree of
Decomposition
Amount of
Moisture.
Slip-On Cap
Well Safety Grate
No Completion Done

Appendix G
Interface Shear Strength Test Data
Construction Quality Assurance Report
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

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Appendix H
Geomembrane CQA Data
Construction Quality Assurance Report
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

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MANUFACTURING QUALITY CONTROL
GEOMEMBRANES AND DRAINAGE PRODUCTS
AGRU AMERICA, INC.
500 Garrison Road
Georgetown, SC 29440
Toll Free: [phone]
Telephone: [phone]
Fax: [phone]
[e-mail]
www.agruamerica.com
01/01/2015
1
AGRU AMERICA, INC. - QA/QC
Manufacturing – Quality Assurance/Quality Control
AGRU AMERICA, Inc. extrudes high density polyethylene (HDPE) and linear low density polyethylene (LLDPE)
geomembrane, HDPE Geonet, Geocomposite, geotextile and GCL products at its three production plants
located at 500 Garrison Road, Georgetown, South Carolina, 29440, 2000 East Newlands Drive, Fernley,
Nevada, 89408 and 181 Hwy 521, Andrews SC 29510.
Our USA Manufacturing Quality Assurance Program is dependent on the utilization of in-house laboratories in
each plant which are, when necessary, complemented with testing performed by certified outside laboratories
such as:
TRI/Environmental California; Anaheim, CA
Telephone [phone]; Fax [phone]
TRI/Environmental, Inc.; Austin, Texas
Telephone [phone]; Fax [phone]
And other GRI-LAP accredited laboratories.
Raw Material – M a nufa cturer’s Certificate of Conformity
HDPE and LLDPE resin is supplied to our plants in bulk and subjected to the following procedures:
Prior to shipment, our resin supplier submits a certificate of analysis. Once approved, the resin is
released for shipment to our plant.
One sample is taken from each rail car after arrival and tested as follows:
Melt Index ASTM D1238 190°C, 2.16kg, and Density ASTM D792 Method B.
Once the tests have been completed and results found to be in compliance with our
requirements, the resin is then unloaded into our silo system.
At this stage, our supplier has performed one battery of tests and Agru America has performed one
to verify the manufacturer's certificate of analysis.
Off specification resin is returned to the supplier.
The Manufacturer’s MFI Test Data is reported on the Geomembrane Quality Certificate (Agru
America’s MFI Testing is done to verify the resin manufacturer’s reported data).
2
GEOMEMBRANE
The Extrusion Process
The resin is conveyed through a vacuum pump system and flexible hoses to a dryer hopper, feeding the resin
by gravity into an 8-inch barrel. This barrel is divided into five heating zones, each heating zone being
computer controlled and constantly monitored.
A screw in the barrel turns at a prescribed and monitored speed. It conveys the resin slowly to full plastication,
and then the plasticated resin is fed through a manifold into a coat hanger die having a width of approximately
24 feet. The die lips are open to a prescribed distance governed by the thickness of the geomembrane to be
extruded.
Exiting the die, the plasticated resin forms a controlled and monitored bead, which feeds into a chrome three-
roll stack in a prescribed pattern. Each chrome roll is set at a prescribed temperature, controlled by water
circulation.
Exiting the controlled cooling of the roll stack, the geomembrane travels down the take off haulers towards
the winder. On the way to the take off, the liner is trimmed to bring the finished width to the applicable
standard. Trimmings are granulated.
The trimmed edge of one side of the geomembrane is marked every meter (3.28 ft) with thickness, resin type
(HDPE or LLDPE), Agru America name, and year of manufacture. This marking also serves as product
identification.
The geomembrane is visually inspected for surface defects as it travels down the take off by both the extruder
and the winder operators.
The geomembrane is wound on a recycled HDPE core having 6” ID (150mm), 7” OD (175mm) and 22’8”
(6.8m) length.
Each standard length roll weighs approximately 3,900 pounds (1770 kg.). Rolls are fitted with two nylon
slings when shipped.
Post Extrusion Quality Control
Once start-up conditions are over and commercial extrusion is initiated, post-production quality control comes
into operation. A series of test procedures are performed based upon either our standard frequency of testing
(attached), or frequencies required by customer specifications.
A sample approximately 11” by the full width of the geomembrane is taken from every roll. Based on the
specified test frequencies, certain specimens are die cut, tested, and the results summarized on the Quality
Certificate issued by our Quality Control Department. The certificate is signed electronically by the Quality
Control Manager. The Quality Control Manager reports directly to the President of the Company.
Rolls failing to comply with either customer project specifications and/or our own latest revision to our
published data sheets are set aside and re-classified as off-spec (Class B rolls).
3
Quality Certificates are provided for all rolls of geomembrane (sample smooth & Microspike® certificates are
attached) with the exception of off-spec (Class B rolls).
Sometimes a third party quality assurance representative is mandated by the owner of a project to oversee
our manufacturing QA. We gladly subscribe to this procedure and make all our records available 24 hours
a day for the duration of the mandate. The following roll identification items are reported in our Quality
Certificate:
Roll number (Prior to Sept 2013)
(example) 202366 -13
2 0 2 3 6 6 - 1 3
MACH ID WEEK
DAY OF
WEEK
(MON = 1)
COUNTER FOR
WEEK YEAR
First digit machine
Second and third digits week of year
Fourth digit day of week (Monday=1, Sunday=7)
Last two digits roll number (first roll of week is 01, etc.)
The two last digits separated from the others indicate the year the roll was
produced. Using the above key:
Roll #202366 -13 was produced on Machine #2 on Wed. in the second week in 2013 (1/16/13).
Roll number (After Sept 2013)
(example) G13E383069
G 1 3 E 3 8 3 0 6 9
PLANT
ID YEAR MACHINE
ID WEEK DAY OF WEEK
(MONDAY = 1) COUNTER FOR WEEK
First digit Plant (G=Georgetown / F=Fernley)
Second and Third digits Year (13 = 2013)
Fourth digit Machine ID
Fifth & Sixth digits Week in the current year
Seventh digit day of week (Monday=1, Sunday=7)
Last three digits counter for the week (starts at 001)
Using the above key:
Roll #G13E383069 was produced on Georgetown, on Machine E on Wed. in the 38th week in 2013 (9/18/13).
4
Product Description (liner type: Smooth, Microspike®, Drain®, Super Gripnet®, etc.)
Roll Length & Width in feet / meters, thickness in mils / mm.
Raw material lot and/or batch number and supplier/product identification (from resin
manufacturer’s Certificate of Analysis – sample attached)
All geomembrane rolls are labeled as follows:
- roll stickers on the cores for each roll
- roll stickers on the outside of the finished roll
- written (Paint Pen) roll numbers on each face (flat ends)
- written (Paint Pen) roll numbers on the outside of the finished roll.
5
Test / Method Results Reported & Modifications to Standard (if any)
Thickness
†ASTM D5199(Smooth) †ASTM D5994(Textured)
(Both Modified)
Minimum, Maximum, and Average Sheet Thickness in mm and mils.
Modification from Standard = Measurements are taken upon sample reaching Lab
Temperature Equilibrium.
Asperity Height
†ASTM D7466 (Modified)
Textured liner only
Asperity height in mils
Modifications from Standard = Edge samples are collected from the
smooth/textured junction, not 1 foot from edge. ASTM D5994 specimens are used
for this test, not direct placement.
Density †ASTM D792 method B
Density in g/cc
Melt Flow Index †ASTM D1238
g/10minutes (Conditions =190°C, 2.16kg).
NOTE: Resin Manufacturer’s Certificate of Analysis result is reported. Our testing
verifies this result. Carbon Black Content †ASTM D4218
% Carbon Black by weight
Carbon Black Dispersion †ASTM D5596
Category (Only near spherical agglomerates per GRI GM 13 & 17)
Tensile Strength †ASTM D6693
Type IV, 2 inches / minute
(Modified)
Average Strength @ Yield & Break in psi, ppi, & N/mm
Average Elongation @ Yield & Break in %
Modification from Standard = Average of MD & TD results are
reported
NOTE 1: The D6693 results equate to the following
NOTE 2: Yield data not reported for LLDPE
Tear Resistance
†ASTM D1004 (Modified)
Tear Resistance in Lbs & N.
Modifications from Standard = Test is run upon sample reaching Lab Temperature
Equilibrium. Average Tear Resistance of MD & TD is reported.
Puncture Resistance †ASTM D4833
(Both Modified)
Puncture Resistance in Lbs & N.
Modification from Standard = Test is run upon sample reaching Lab Temperature
Equilibrium.
Notched Constant Tensile Load
†ASTM D5397 (Single Point, Appx.)
Pass / Fail at 500 hours (or as required by customer specifications). First roll of
new resin lot tested.
This test is run on HDPE only, and on smooth edge of textured liners.
Oxidative Induction Time (OIT) †ASTM D3895
Standard, 200°C, 1atm.
OIT Time in minutes. Modification from Standard = One run only – if result is
below 140 minutes, a second run is done to verify the first.
The following test results are reported in the Geomembrane Quality Certificate, derived from our standard
test frequency (attached) and/or supplied raw material manufacturer Certificates of Analysis. Tests
performed are the latest revisions of the standards listed. At a minimum this meets or exceeds GRI GM 13/17 requirements:
6
The following test methods are now certified by Agru America based on historical results, as they are not
required by the GRI GM13 / 17, and are not considered typical MQC tests.
†GRI-LAP Accredited for this method (INCLUDING Modifications)
Method
In addition to the testing described above, an in-house procedure is performed within the smooth edges of
Textured (Microspike DS & SS) and Structured (Supergrip, Grip, Drain, MicroDrain) liner by the QC Lab in both
plants.
Summarized, the procedure is a modified Graves Tear test (ASTM D1004), testing 2 specimens taken in the
cross machine direction, and 2 specimens from the machine direction from within the smooth edges. Both the
individual specimen results and the specimens themselves are checked. This test is currently being performed
on each test roll (each time a tensile test is performed) produced in both plants.
The average result will be reported on the geomembrane roll Quality Certificates.
In addition to our MQC testing, Agru America will continually strive to produce superior products with isotropic
characteristics.
Test / Method Results Certified
Low Temperature
Brittleness ASTM D746
Pass / Fail for each specimen (5 specimens in both MD & TD), 100
% of samples passing. Results Certified to -80°C (-112°F)
ESCR †ASTM D1693
Pass / Fail for each specimen (5 specimens in both MD & TD), 100
% of samples passing. Results Certified to 2,000 hours
Dimensional Stability †ASTM D1204 (Modified)
15 minutes or 1 hour at 100°C
Results Certified to ± 2% for all geomembranes
Thickness (min. ave.), mil ASTM D5994/D5199 per roll
Asperity Height (min. ave.), mil ASTM D7466 per roll, for textured liner
Density, g/cc, minimum ASTM D792, Method B 200,000 lbs (railcar) on finished liner & incoming resin
Tensile Properties (ave. both directions) ASTM D6693, Type IV
Strength @ Yield (min. ave.), lb/in width 2 in/minute 20,000 lbs
Elongation @ Yield (min. ave.), % (GL=1.3in) 5 specimens in each direction 20,000 lbs
Strength @ Break (min. ave.), lb/in width 20,000 lbs
Elongation @ Break (min. ave.), % (GL=2.0in) 20,000 lbs
Tear Resistance, lbs. (min. ave.) ASTM D1004 45,000 lbs
Puncture Resistance, lbs. (min. ave.) ASTM D4833 45,000 lbs
Carbon Black Content (range in %) ASTM D4218 20,000 lbs
Carbon Black Dispersion (Category) ASTM D5596 45,000 lbs
Stress Crack Resistance (NCTL), hours ASTM D5397, Appendix 200,000 lbs (railcar)
Oxidative Induction Time, minutes ASTM D3895, 200°C, 1 atm O2 200,000 lbs (railcar) on finished liner
Melt Flow Index, g/10 minutes ASTM D1238, 190°C, 2.16kg 200,000 lbs (railcar) on incoming resin
Oven Aging ASTM D5721 per resin formulationwith HP OIT, (% retained after 90 days) ASTM D5885, 150°C, 500psi O2
UV Resistance ASTM D7238 per resin formulationwith HP OIT, (% retained after 1600 hours) ASTM D5885, 150°C, 500psi O2
2% Secant Modulus, lb/in. (max.) ASTM D5323 per resin formulation-for LLDPE liner only
Axi-Symmetric Break Resistance Strain, % (min.) ASTM D5617 per resin formulation-for LLDPE liner only
Geomembrane
Standard Frequency of Testing
Product Data
Property Test Method Frequency of testing (minimum)*
These test frequencies meet or exceed GRI’s GM13 and GM17.
*Theses test frequencies may be changed based on project specifications, and represent the minimum MQC testing performed.
Additional costs may be incurred if required testing is greater than listed above
© Agru America, Inc. 4.13
500 Garrison Road, Georgetown, South Carolina 29440 843-546-0600 800-373-2478 Fax: [phone]
email: [e-mail] www.AgruAmerica.com
All information, recommendations and suggestions appearing in this literature concerning the use of our products are based upon tests and data believed to be reliable; however, it is the users responsibility to determine the suitability for their own use of the products described herein. Since the actual use by others is beyond our control, no guarantee or warranty of any kind, expressed or implied, is made by Agru America as to the effects of such use or the results to be obtained, nor does Agru America assume any liability in connection herewith. Any statement made herein may not be absolutely complete since additional information may be necessary or desirable when particular or exceptional conditions or circumstances exist or because of applicable laws or government regulations. Nothing herein is to be construed as permission or as a recommendation to infringe any patent.
Thickness (nominal ), mil (mm)
Thickness (min avg), mil (mm)
Thickness (min 8 of 10), mil (mm)
Thickness (lowest individual), mil (mm)
ASTM D5994
Minimum Average Values
40 (1.0) 60 (1.5)80 (2.0)
57 (1.43)76 (1.9)
54 (1.35) 72 (1.8)
51 (1.28) 68 (1.7)
Density, g/cc, maximum ASTM D792, Method B 0.939 0.939 0.939 0.939
ASTM D6693, Type IV
2 in/minute
Tensile Properties (both directions)
Strength @ Break, lb/in width (N/mm)
Elongation @ Break, % (GL=2.0in) 400
Tear Resistance, lbs. (N),ASTM D1004 60 (267)
Puncture Resistance, lbs. (N) ASTM D4833 115 (512)
Carbon Black Content, % (range)ASTM D4218 2 - 3
Carbon Black Dispersion (Category) ASTM D5596
Oxidative Induction Time, minutes ASTM D3895, 200°C, 1 atm O2 ≥140 ≥140 ≥140 ≥140
Linear Low Density Polyethylene
MicroSpike® Liner
Product Data
Property
Supply Information (Standard Roll Dimensions)
Thickness Width Length Area (approx.)
mil mm ft m ft m ft2 m2
30 .75 23 7 930
980
283
298
21,390
22,540
1,987
2,094
40 1.0 23 7 710
760
216
231
16,330
17,478
1,517
1,623
60 1.5 23 7 505
530
154
161
11,615
12,190
1,079
1,132
80 2.0 23 7 385
400
117
122
8,855
9,200
822
854
100 2.5 23 7 310
325
94
99
7,130
7,475
662
694
© Agru America, Inc. 11.14
500 Garrison Road, Georgetown, South Carolina 29440 843-546-0600 800-373-2478 Fax: [phone]
email: [e-mail] www.AgruAmerica.com
Note:
All information, recommendations and suggestions appearing in this literature concerning the use of our products are based upon tests and data believed to be reliable; however, it is the users responsibility to determine the suitability for their own use of the products described herein. Since the actual use by others is beyond our control, no guarantee or warranty of any kind, expressed or implied, is made by Agru America as to the effects of such use or the results to be obtained, nor does Agru America assume any liability in connection herewith. Any statement made herein may not be absolutelycomplete since additional information may be necessary or desirable when particular or exceptional conditions or circumstances exist or because of applicable laws or government regulations. Nothing herein is to be construed as permission or as a recommendation to infringe any patent.
Only near spherical agglomerates: 10 views Cat.1 or 2
Agru America’s geomembranes are certified to pass Low Temp. Brittleness via ASTM D746 (-80°C), Dimensional Stability via ASTM D1204 (±2% @ 100°C).
Oven Aging and UV Resistance are tested per GRI GM 17. These product specifications meet or exceed GRI’s GM17.
Frequency
Per Roll
200,000 lb
20,000 lb
45,000 lb
45,000 lb
20,000 lb
45,000 lb
200,000 lb
Test Method
90 (2.25)
85 (2.13)
Double-Sided
Single-Sided
Double-Sided
Single-Sided
Double-Sided
Single-Sided
Double-Sided
Single-Sided
Double-Sided
Single-Sided
95 (2.38)
100 (2.5)
280 (49)
400
224 (39.2)
400
112 (19.6)
400
168 (29.4)
50 (222)
90 (400)
2 - 3
36 (160)
70 (310)
2 - 3
25 (111)
50 (222)
2 - 3
Average roll weight is 3,900 lbs (1,770 kg). All rolls are supplied with two slings. Rolls are wound on a 6" core. Special length available upon request. Roll
length and width have a tolerance of ±1%. The weight values may change due to project specifications (i.e. absolute minimum thickness or special length) or shipping requirments (i.e. international contanerized shipments).
36 (0.90)
34 (0.85)
38 (0.95)
Asperity Height, mil (mm) ASTM D7466 2nd Roll 20 (0.51) 20 (0.51) 18 (0.46) 18 (0.46)

This page intentionally left blank.
cust: National Lining Systems doc 28215
PO#: 5379 Kersey Valley MSW LF
Dest: High Point, NC
72 rolls 40 LL micro (710)
5 rolls 40 HD smooth (835) all shipped
72 rolls 60 HD micro (505) all shipped
English Dimensions 27 rolls 6-275-6 comp (180) all shipped
roll # wid len area check weld rod qty (if ordered) wgt resin lot #
we cut 100k / lot Lin: 1ft x RW comp: 2ft x rw net: 1ft x rw U2 Geotechnics 13E321
G15C187066 23 710 16,330 40LL micro 72tot 1 3944 1ft conf CFC812310
G15C187067 23 710 16,330 40LL micro 72tot 2 3870 CFC812310
G15C187068 23 710 16,330 40LL micro 72tot 3 3654 CFC812310
G15C187069 23 710 16,330 40LL micro 72tot 4 3648 CFC812310
G15C187070 23 710 16,330 40LL micro 72tot 5 3654 CFC812310
G15C187071 23 710 16,330 40LL micro 72tot 6 3648 CFC812310
G15C191001 23 710 16,330 40LL micro 72tot 7 3648 1ft conf CFC812310
G15C191002 23 710 16,330 40LL micro 72tot 8 3662 CFC812310
G15C191003 23 710 16,330 40LL micro 72tot 9 3662 CFC812310
G15C191004 23 710 16,330 40LL micro 72tot 10 3634 CFC812310
G15C191005 23 710 16,330 40LL micro 72tot 11 3648 CFC812310
G15C191006 23 710 16,330 40LL micro 72tot 12 3644 CFC812310
G15C191007 23 710 16,330 40LL micro 72tot 13 3618 1ft conf CFC812310
G15C191008 23 710 16,330 40LL micro 72tot 14 3644 CFC812310
G15C191009 23 710 16,330 40LL micro 72tot 15 3668 CFC812310
G15C191010 23 710 16,330 40LL micro 72tot 16 3654 CFC812310
G15C191011 23 710 16,330 40LL micro 72tot 17 3650 CFC812310
G15C192012 23 710 16,330 40LL micro 72tot 18 3654 CFC812310
G15C192013 23 710 16,330 40LL micro 72tot 19 3636 1ft conf CFC812310
G15C192014 23 710 16,330 40LL micro 72tot 20 3662 CFC812310
G15C192015 23 710 16,330 40LL micro 72tot 21 3642 CFC812310
G15C192016 23 710 16,330 40LL micro 72tot 22 3646 CFD810020
G15C192017 23 710 16,330 40LL micro 72tot 23 3654 CFD810020
G15C192018 23 710 16,330 40LL micro 72tot 24 3648 CFD810020
G15C192019 23 710 16,330 40LL micro 72tot 25 3656 1ft conf CFD810020
G15C192020 23 710 16,330 40LL micro 72tot 26 3642 CFD810020
G15C192021 23 710 16,330 40LL micro 72tot 27 3646 CFD810020
G15C192022 23 710 16,330 40LL micro 72tot 28 3650 CFD810020
G15C193023 23 710 16,330 40LL micro 72tot 29 3636 CFD810020
G15C193024 23 710 16,330 40LL micro 72tot 30 3630 CFD810020
G15C193025 23 710 16,330 40LL micro 72tot 31 3626 1ft conf CFD810020
G15C193026 23 710 16,330 40LL micro 72tot 32 3614 CFD810020
G15C193027 23 710 16,330 40LL micro 72tot 33 3614 CFD810020
G15C193028 23 710 16,330 40LL micro 72tot 34 3620 CFD810020
G15C193029 23 710 16,330 40LL micro 72tot 35 3620 CFD810020
G15C193030 23 710 16,330 40LL micro 72tot 36 3624 CFD810020
NAT LIN Kersey Valley MSW LF, High Point, NC doc 28215 list (72m)Page 1

This page intentionally left blank.

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C187066 CFC812310 40 LL MICROSPIKE
1.03
1.28
1.18
41
51
47
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
97
CERTIFIED
11921
Asperity
ASTM D7466
Top
Bottom
34
35
mil
mil
Grade 7104
3120
2976
488
525
33
33146.8
431.5
5/3/2015
psi
psi
ppiMDN/mm 12522Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.86
.89
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C187067 CFC812310 40 LL MICROSPIKE
1.05
1.28
1.16
41
50
46
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
97
CERTIFIED
11921
Asperity
ASTM D7466
Top
Bottom
34
35
mil
mil
Grade 7104
3120
2976
488
525
33
33146.8
431.5
5/3/2015
psi
psi
ppiMDN/mm 12522Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.86
.89
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C187068 CFC812310 40 LL MICROSPIKE
1.05
1.30
1.13
41
51
45
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
97
CERTIFIED
11921
Asperity
ASTM D7466
Top
Bottom
33
32
mil
mil
Grade 7104
3120
2976
488
525
33
33146.8
431.5
5/3/2015
psi
psi
ppiMDN/mm 12522Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.84
.81
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C187069 CFC812310 40 LL MICROSPIKE
1.02
1.08
1.06
40
43
42
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
97
CERTIFIED
11921
Asperity
ASTM D7466
Top
Bottom
34
34
mil
mil
Grade 7104
3069
2963
437
519
33
33146.8
431.5
5/3/2015
psi
psi
ppiMDN/mm 12321Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.86
.86
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C187070 CFC812310 40 LL MICROSPIKE
.93
1.04
.99
37
41
39
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
97
CERTIFIED
11921
Asperity
ASTM D7466
Top
Bottom
34
31
mil
mil
Grade 7104
3069
2963
437
519
33
33146.8
431.5
5/3/2015
psi
psi
ppiMDN/mm 12321Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.86
.79
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C187071 CFC812310 40 LL MICROSPIKE
.95
1.07
1.01
37
42
40
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
97
CERTIFIED
11921
Asperity
ASTM D7466
Top
Bottom
34
31
mil
mil
Grade 7104
3069
2963
437
519
33
33146.8
431.5
5/3/2015
psi
psi
ppiMDN/mm 12321Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.86
.79
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C191001 CFC812310 40 LL MICROSPIKE
.96
1.04
1.00
38
41
39
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
97
CERTIFIED
11921
Asperity
ASTM D7466
Top
Bottom
32
31
mil
mil
Grade 7104
3069
2963
437
519
33
33146.8
431.5
5/4/2015
psi
psi
ppiMDN/mm 12321Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.81
.79
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C191002 CFC812310 40 LL MICROSPIKE
.95
1.01
.99
37
40
39
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
97
CERTIFIED
11921
Asperity
ASTM D7466
Top
Bottom
34
32
mil
mil
Grade 7104
3069
2963
437
519
33
33146.8
431.5
5/4/2015
psi
psi
ppiMDN/mm 12321Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.86
.81
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C191003 CFC812310 40 LL MICROSPIKE
.99
1.15
1.06
39
45
42
40
216.411
7.01
1.02
710
23
189
.936
.36
2.2
10 in Category 1
-0.33
91
CERTIFIED
11019
Asperity
ASTM D7466
Top
Bottom
33
35
mil
mil
Grade 7104
3010
2746
421
531
35
40177.9
404.8
5/4/2015
psi
psi
ppiMDN/mm 12021Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.84
.89
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C191004 CFC812310 40 LL MICROSPIKE
.97
1.11
1.04
38
44
41
40
216.411
7.01
1.02
710
23
189
.936
.36
2.2
10 in Category 1
-0.33
91
CERTIFIED
11019
Asperity
ASTM D7466
Top
Bottom
35
33
mil
mil
Grade 7104
3010
2746
421
531
35
40177.9
404.8
5/4/2015
psi
psi
ppiMDN/mm 12021Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.89
.84
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C191005 CFC812310 40 LL MICROSPIKE
.89
1.21
1.04
35
48
41
40
216.411
7.01
1.02
710
23
189
.936
.36
2.2
10 in Category 1
-0.33
91
CERTIFIED
11019
Asperity
ASTM D7466
Top
Bottom
36
34
mil
mil
Grade 7104
3010
2746
421
531
35
40177.9
404.8
5/4/2015
psi
psi
ppiMDN/mm 12021Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.86
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C191006 CFC812310 40 LL MICROSPIKE
.87
1.13
1.03
34
45
41
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
91
CERTIFIED
11019
Asperity
ASTM D7466
Top
Bottom
36
33
mil
mil
Grade 7104
3010
2746
421
531
35
40177.9
404.8
5/4/2015
psi
psi
ppiMDN/mm 12021Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.84
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C191007 CFC812310 40 LL MICROSPIKE
.95
1.10
1.02
37
43
40
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
91
CERTIFIED
11019
Asperity
ASTM D7466
Top
Bottom
35
32
mil
mil
Grade 7104
3010
2746
421
531
35
40177.9
404.8
5/4/2015
psi
psi
ppiMDN/mm 12021Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.89
.81
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C191008 CFC812310 40 LL MICROSPIKE
.95
1.09
1.04
37
43
41
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
91
CERTIFIED
12321
Asperity
ASTM D7466
Top
Bottom
32
32
mil
mil
Grade 7104
2870
3065
458
532
35
40177.9
404.8
5/4/2015
psi
psi
ppiMDN/mm 11520Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.81
.81
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C191009 CFC812310 40 LL MICROSPIKE
.95
1.14
1.00
37
45
40
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
91
CERTIFIED
12321
Asperity
ASTM D7466
Top
Bottom
34
31
mil
mil
Grade 7104
2870
3065
458
532
35
40177.9
404.8
5/4/2015
psi
psi
ppiMDN/mm 11520Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.86
.79
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C191010 CFC812310 40 LL MICROSPIKE
.94
1.00
.98
37
39
38
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
91
CERTIFIED
12321
Asperity
ASTM D7466
Top
Bottom
31
31
mil
mil
Grade 7104
2870
3065
458
532
35
40177.9
404.8
5/4/2015
psi
psi
ppiMDN/mm 11520Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.79
.79
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C191011 CFC812310 40 LL MICROSPIKE
.94
1.09
.99
37
43
39
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
91
CERTIFIED
12321
Asperity
ASTM D7466
Top
Bottom
31
30
mil
mil
Grade 7104
2870
3065
458
532
35
40177.9
404.8
5/4/2015
psi
psi
ppiMDN/mm 11520Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.79
.76
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C192012 CFC812310 40 LL MICROSPIKE
.96
1.01
.98
38
40
38
40
216.411
7.01
1.02
710
23
189
.936
.36
2.1
10 in Category 1
-0.33
91
CERTIFIED
12321
Asperity
ASTM D7466
Top
Bottom
35
34
mil
mil
Grade 7104
2870
3065
458
532
35
40177.9
404.8
5/5/2015
psi
psi
ppiMDN/mm 11520Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.89
.86
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C192013 CFC812310 40 LL MICROSPIKE
.96
1.04
.98
38
41
39
40
216.411
7.01
1.02
710
23
189
.936
.36
2.3
10 in Category 1
-0.33
86
CERTIFIED
12522
Asperity
ASTM D7466
Top
Bottom
32
32
mil
mil
Grade 7104
3177
3115
444
552
41
42186.8
382.5
5/5/2015
psi
psi
ppiMDN/mm 12722Average Strength @ Break
%
MD
TD
MD
TD
lbsN182.4
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.81
.81
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C192014 CFC812310 40 LL MICROSPIKE
.94
1.10
1.03
37
43
41
40
216.411
7.01
1.02
710
23
189
.936
.36
2.3
10 in Category 1
-0.33
86
CERTIFIED
12522
Asperity
ASTM D7466
Top
Bottom
37
35
mil
mil
Grade 7104
3177
3115
444
552
41
42186.8
382.5
5/5/2015
psi
psi
ppiMDN/mm 12722Average Strength @ Break
%
MD
TD
MD
TD
lbsN182.4
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.94
.89
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C192015 CFC812310 40 LL MICROSPIKE
.96
1.08
1.04
38
42
41
40
216.411
7.01
1.02
710
23
189
.936
.36
2.3
10 in Category 1
-0.33
86
CERTIFIED
12522
Asperity
ASTM D7466
Top
Bottom
35
34
mil
mil
Grade 7104
3177
3115
444
552
41
42186.8
382.5
5/5/2015
psi
psi
ppiMDN/mm 12722Average Strength @ Break
%
MD
TD
MD
TD
lbsN182.4
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.89
.86
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C192016 CFD810020 40 LL MICROSPIKE
.97
1.28
1.04
38
50
41
40
216.411
7.01
1.02
710
23
182
.930
.31
2.3
10 in Category 1
-0.71
86
CERTIFIED
12522
Asperity
ASTM D7466
Top
Bottom
36
33
mil
mil
Grade 7104
3177
3115
444
552
41
42186.8
382.5
5/5/2015
psi
psi
ppiMDN/mm 12722Average Strength @ Break
%
MD
TD
MD
TD
lbsN182.4
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.84
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C192017 CFD810020 40 LL MICROSPIKE
.98
1.17
1.04
39
46
41
40
216.411
7.01
1.02
710
23
182
.930
.31
2.3
10 in Category 1
-0.71
86
CERTIFIED
12522
Asperity
ASTM D7466
Top
Bottom
34
33
mil
mil
Grade 7104
3177
3115
444
552
41
42186.8
382.5
5/5/2015
psi
psi
ppiMDN/mm 12722Average Strength @ Break
%
MD
TD
MD
TD
lbsN182.4
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.86
.84
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C192018 CFD810020 40 LL MICROSPIKE
.95
1.10
1.04
37
43
41
40
216.411
7.01
1.02
710
23
182
.930
.31
2.1
10 in Category 1
-0.71
86
CERTIFIED
12121
Asperity
ASTM D7466
Top
Bottom
31
33
mil
mil
Grade 7104
2924
3029
416
464
41
42186.8
382.5
5/5/2015
psi
psi
ppiMDN/mm 11720Average Strength @ Break
%
MD
TD
MD
TD
lbsN182.4
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.79
.84
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C192019 CFD810020 40 LL MICROSPIKE
1.03
1.14
1.07
41
45
42
40
216.411
7.01
1.02
710
23
182
.930
.31
2.1
10 in Category 1
-0.71
86
CERTIFIED
12121
Asperity
ASTM D7466
Top
Bottom
33
33
mil
mil
Grade 7104
2924
3029
416
464
41
42186.8
382.5
5/5/2015
psi
psi
ppiMDN/mm 11720Average Strength @ Break
%
MD
TD
MD
TD
lbsN182.4
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.84
.84
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C192020 CFD810020 40 LL MICROSPIKE
.92
1.13
1.03
36
44
41
40
216.411
7.01
1.02
710
23
182
.930
.31
2.1
10 in Category 1
-0.71
86
CERTIFIED
12121
Asperity
ASTM D7466
Top
Bottom
36
32
mil
mil
Grade 7104
2924
3029
416
464
41
42186.8
382.5
5/5/2015
psi
psi
ppiMDN/mm 11720Average Strength @ Break
%
MD
TD
MD
TD
lbsN182.4
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.81
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C192021 CFD810020 40 LL MICROSPIKE
.95
1.06
1.01
37
42
40
40
216.411
7.01
1.02
710
23
182
.930
.31
2.1
10 in Category 1
-0.71
86
CERTIFIED
12121
Asperity
ASTM D7466
Top
Bottom
36
32
mil
mil
Grade 7104
2924
3029
416
464
41
42186.8
382.5
5/5/2015
psi
psi
ppiMDN/mm 11720Average Strength @ Break
%
MD
TD
MD
TD
lbsN182.4
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.81
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C192022 CFD810020 40 LL MICROSPIKE
.94
1.09
1.02
37
43
40
40
216.411
7.01
1.02
710
23
182
.930
.31
2.1
10 in Category 1
-0.71
86
CERTIFIED
12121
Asperity
ASTM D7466
Top
Bottom
35
32
mil
mil
Grade 7104
2924
3029
416
464
41
42186.8
382.5
5/5/2015
psi
psi
ppiMDN/mm 11720Average Strength @ Break
%
MD
TD
MD
TD
lbsN182.4
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.89
.81
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C193023 CFD810020 40 LL MICROSPIKE
.96
1.07
1.00
38
42
39
40
216.411
7.01
1.02
710
23
182
.930
.31
2.2
10 in Category 1
-0.71
89
CERTIFIED
12322
Asperity
ASTM D7466
Top
Bottom
36
32
mil
mil
Grade 7104
3342
3087
413
534
33
33146.8
395.9
5/6/2015
psi
psi
ppiMDN/mm 13423Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.81
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C193024 CFD810020 40 LL MICROSPIKE
1.00
1.19
1.09
39
47
43
40
216.411
7.01
1.02
710
23
182
.930
.31
2.2
10 in Category 1
-0.71
89
CERTIFIED
12322
Asperity
ASTM D7466
Top
Bottom
36
34
mil
mil
Grade 7104
3342
3087
413
534
33
33146.8
395.9
5/6/2015
psi
psi
ppiMDN/mm 13423Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.86
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C193025 CFD810020 40 LL MICROSPIKE
.94
1.07
.99
37
42
39
40
216.411
7.01
1.02
710
23
182
.930
.31
2.2
10 in Category 1
-0.71
89
CERTIFIED
12322
Asperity
ASTM D7466
Top
Bottom
35
32
mil
mil
Grade 7104
3342
3087
413
534
33
33146.8
395.9
5/6/2015
psi
psi
ppiMDN/mm 13423Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.89
.81
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C193026 CFD810020 40 LL MICROSPIKE
.93
1.14
1.03
37
45
41
40
216.411
7.01
1.02
710
23
182
.930
.31
2.1
10 in Category 1
-0.71
89
CERTIFIED
12322
Asperity
ASTM D7466
Top
Bottom
36
33
mil
mil
Grade 7104
3342
3087
413
534
33
33146.8
395.9
5/6/2015
psi
psi
ppiMDN/mm 13423Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.84
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C193027 CFD810020 40 LL MICROSPIKE
.94
1.17
1.06
37
46
42
40
216.411
7.01
1.02
710
23
182
.930
.31
2.1
10 in Category 1
-0.71
89
CERTIFIED
12322
Asperity
ASTM D7466
Top
Bottom
35
33
mil
mil
Grade 7104
3342
3087
413
534
33
33146.8
395.9
5/6/2015
psi
psi
ppiMDN/mm 13423Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.89
.84
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C193028 CFD810020 40 LL MICROSPIKE
.91
1.10
1.02
36
43
40
40
216.411
7.01
1.02
710
23
182
.930
.31
2.1
10 in Category 1
-0.71
89
CERTIFIED
12221
Asperity
ASTM D7466
Top
Bottom
36
33
mil
mil
Grade 7104
2980
3048
430
544
33
33146.8
395.9
5/6/2015
psi
psi
ppiMDN/mm 11921Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.84
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C193029 CFD810020 40 LL MICROSPIKE
.99
1.08
1.03
39
42
41
40
216.411
7.01
1.02
710
23
182
.930
.31
2.1
10 in Category 1
-0.71
89
CERTIFIED
12221
Asperity
ASTM D7466
Top
Bottom
36
34
mil
mil
Grade 7104
2980
3048
430
544
33
33146.8
395.9
5/6/2015
psi
psi
ppiMDN/mm 11921Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.86
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C193030 CFD810020 40 LL MICROSPIKE
.94
1.09
1.02
37
43
40
40
216.411
7.01
1.02
710
23
182
.930
.31
2.1
10 in Category 1
-0.71
89
CERTIFIED
12221
Asperity
ASTM D7466
Top
Bottom
36
32
mil
mil
Grade 7104
2980
3048
430
544
33
33146.8
395.9
5/6/2015
psi
psi
ppiMDN/mm 11921Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.81
OA#28215
Product: PE 7104 BULK
Lot Number: CFC812310 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.36 g/10mi
HLMI ASTM D1238 15.24 g/10mi
Pellet Count ST-905 33 pel/g
Production date 20150331
Density D1505 or D4883 0.919 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 Control Supervisor
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 04/14/2015
Delivery #: 89039185
Page 1 of 1
PO #: 009288
Weight: 186350 LB
Ship Date: 04/14/2015
Package: BULK
Mode: Hopper Car
Car #: PSPX001313
Seal No: 24423
Shipped To:
Certificate of Analysis
Product: PE 7104 BULK
Lot Number: CFD810020 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.31 g/10mi
HLMI ASTM D1238 13.81 g/10mi
Pellet Count ST-905 34 pel/g
Production date 20150401
Density D1505 or D4883 0.919 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 Control Supervisor
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 04/16/2015
Delivery #: 89040758
Page 1 of 1
PO #: 009288
Weight: 187300 LB
Ship Date: 04/16/2015
Package: BULK
Mode: Hopper Car
Car #: GPLX076686
Seal No: 17340
Shipped To:
Certificate of Analysis

March 11, 2015
Grant Palmer
Agru America
500 Garrison Road
Georgetown, SC 29440

Dear Grant:

This letter is to report the final results of oven-aging and UV-aging tests (according to GRI-GM13 and
GRI-GM17) on Agru America sheet samples that you provided to us in Aug, 2014. These tests were
performed by CPChem’s Materials Evaluation Laboratory in Bartlesville, OK. The tests were completed
March 2015.

The GRI-GM13 (HDPE) and GRI-GM17 (LLDPE) durability tests were done according to the following
procedures.

Test Exposure Method
HP-OIT 150 °C, 500 psi oxygen D5885
Oven Aging 90 days, 85 °C D5721
UV Aging 1600 UV hrs (Conditions were 20 hours UVA-340 at 75 °C followed by 4 hrs
dark with condensation at 60 °C. Irradiance was 0.72 W/m2 at 340 nm.)
D7238

Oven-Aging Results

Sample

Initial
HP-
OIT
(min)

HP-OIT
Value
after
Oven
Aging 30
Days
(min)

% HP-OIT
Retained
after
Oven
Aging 30
Days

HP-OIT
Value
after
Oven
Aging 60
Days
(min)

% HP-OIT
Retained
after
Oven
Aging 60
Days

HP-OIT
Value
after
Oven
Aging 90
Days
(min)

% HP-OIT
Retained
after
Oven
Aging 90
Days

GRI-GM13 or
GRI-GM17 %
Retained
Requirement
(Oven Aging
90 Days)
40 mil LLDPE Roll
# G14C243027
from Marlex® 7104
Polyethylene Lot #
CEC810320

512

445

87

418

82

422

82

60
60 mil HDPE Roll #
G14A091005 from
Marlex® K307
Polyethylene Lot #
H82-3-2869

1227

1120

91

1079

88

1015

83

80

Yingying Lu, Ph.D., Geomembrane Technical Service & Applications Development
Highways 60 & 123, Bartlesville Research and Technology Center, Room 149 PTC
Bartlesville, OK 74003
918-977-6894 [e-mail] Fax: [phone]  www.cpchem.com

YL 03/11/15
Page 2
UV-Aging Results

Sample

Initial HP-OIT
(min)
HP-OIT Value
after UV
Aging (min)

% HP-OIT
Retained
GRI-GM13 or GRI-
GM17 % Retained
Requirement
40 mil LLDPE Roll # 346550-
11 from Marlex® 7104
Polyethylene Lot #
CBC810430

512

351

69

35
60 mil HDPE Roll #
G14A091005 from Marlex®
K307 Polyethylene Lot # H82-
3-2869

1227

973

79

50

According to these test results, the durability requirements are met.

If you have any questions, please call me at 918-977-6894.

Sincerely,
Yingying Lu, Ph. D.
Polyethylene Tech Service and Applications Development

Any technical advice, recommendations, results, or analysis ("Information") contained herein, including, without limitation,
Information as it may relate to the selection of a specific product ("Product") for your use and application, is given without warranty
or guarantee and is accepted at your sole risk. It is imperative that you test the Information (and Product, if applicable) to
determine to your own satisfaction whether the Information (and Product, if applicable) are suitable for your intended use and
application. You expressly assume, and release Chevron Phillips Chemical Company, from all risk and liability, whether
based in contract, tort or otherwise, in connection with the use of, or results obtained from, such Information (and
Product, if applicable).

TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Material: 40 mil. Microspike LLDPE Geomembrane Resin: Chevron Marlex 7104 LLDPE
Roll Number: 303112-13 Resin Lot #: CCN811900
TRI Log #: E2375-24-04
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
2% Secant Modulus (ASTM D 5323)
MD 2% Secant Modulus (psi) 34530 33311 37457 36861 40240 36480 2696
MD 2% Secant Modulus (lb/in) 1744 1782 1794 1773 1887 1796 54
TD 2% Secant Modulus (psi) 44698 44751 47500 37885 49374 44842 4360
TD 2% Secant Modulus (lb/in) 2007 2099 2109 1769 2355 2068 211
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Project:GRI GM17 compliance 2010
Material: AGRU 40 mil Microspike LLDPE Geomembrane
Roll #: 319110.10 (Chevron 7104 LLDPE resin lot CAA810800)
TRI Log #: E2341-52-07
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Multi-axial Tensile (ASTM D 5617)Test Method A: Centerpoint Deflection Versus Pressure
Thickness (mils)43 43 40 42 2
Maximum Stress (psi)1765 1558 1643 1655 104
% Elongation @ Rupture (%)76.9 76.3 81.6 78.3 2.9 30 min
Failure Description H-CAT MDT MDT
N-EF N-EF N-EF
MDT A tear in the machine direction.
TDT A tear in the transverse direction.
H Circular or elliptical hole in the specimen.
H-CAT Circular or elliptical hole in an area where the material has significantly necked down
or thinned. The large thinned area resembles a pupil of a cat eye.
N-EF No edge failure
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
cust: National Lining Systems doc 28215
PO#: 5379 Kersey Valley MSW LF
Dest: High Point, NC
72 rolls 40 LL micro (710) 36 shipped
5 rolls 40 HD smooth (835) all shipped
72 rolls 60 HD micro (505) all shipped
English Dimensions 27 rolls 6-275-6 comp (180) all shipped
roll # wid len area check weld rod qty (if ordered) wgt resin lot #
we cut 100k / lot Lin: 1ft x RW comp: 2ft x rw net: 1ft x rw U2 Geotechnics 13E321
G15C312014 23 710 16,330 40LL micro 72tot 37 3545 1ft conf CFD810200
G15C312016 23 710 16,330 40LL micro 72tot 38 3456 CFD810200
G15C312017 23 710 16,330 40LL micro 72tot 39 3458 CFD810200
G15C312018 23 710 16,330 40LL micro 72tot 40 3474 CFD810200
G15C312019 23 710 16,330 40LL micro 72tot 41 3484 CFD810200
G15C312020 23 710 16,330 40LL micro 72tot 42 3474 CFD810200
G15C312022 23 710 16,330 40LL micro 72tot 43 3470 1ft conf CFD810200
G15C313023 23 710 16,330 40LL micro 72tot 44 3474 CFD810200
G15C313024 23 710 16,330 40LL micro 72tot 45 3468 CFD810200
G15C313025 23 710 16,330 40LL micro 72tot 46 3471 CFD810200
G15C313026 23 710 16,330 40LL micro 72tot 47 3473 CFD810200
G15C313027 23 710 16,330 40LL micro 72tot 48 3474 CFD810200
41721
NAT LIN Kersey Valley MSW LF, High Point, NC doc 28215 list (72m)Page 1

This page intentionally left blank.

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C312014 CFD810200 40 LL MICROSPIKE
1.00
1.20
1.05
39
47
41
40
216.411
7.01
1.02
710
23
186
.932
.35
2.2
10 in Category 1
-0.8
86
CERTIFIED
12322
Asperity
ASTM D7466
Top
Bottom
37
35
mil
mil
Grade 7104
3211
3072
434
539
33
32142.3
382.5
7/28/2015
psi
psi
ppiMDN/mm 12822Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.94
.89
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C312016 CFD810200 40 LL MICROSPIKE
.93
1.04
.99
37
41
39
40
216.411
7.01
1.02
710
23
186
.932
.35
2.2
10 in Category 1
-0.8
86
CERTIFIED
12322
Asperity
ASTM D7466
Top
Bottom
37
35
mil
mil
Grade 7104
3211
3072
434
539
33
32142.3
382.5
7/28/2015
psi
psi
ppiMDN/mm 12822Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.94
.89
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C312017 CFD810200 40 LL MICROSPIKE
.94
1.03
.99
37
41
39
40
216.411
7.01
1.02
710
23
186
.932
.35
2.2
10 in Category 1
-0.8
86
CERTIFIED
12322
Asperity
ASTM D7466
Top
Bottom
38
25
mil
mil
Grade 7104
3211
3072
434
539
33
32142.3
382.5
7/28/2015
psi
psi
ppiMDN/mm 12822Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.97
.64
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C312018 CFD810200 40 LL MICROSPIKE
.94
1.05
.99
37
41
39
40
216.411
7.01
1.02
710
23
186
.935
.35
2.2
10 in Category 1
-0.8
86
CERTIFIED
12622
Asperity
ASTM D7466
Top
Bottom
37
37
mil
mil
Grade 7104
3416
3145
429
566
33
32142.3
382.5
7/28/2015
psi
psi
ppiMDN/mm 13724Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.94
.94
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C312019 CFD810200 40 LL MICROSPIKE
.92
1.09
1.01
36
43
40
40
216.411
7.01
1.02
710
23
186
.935
.35
2.2
10 in Category 1
-0.8
86
CERTIFIED
12622
Asperity
ASTM D7466
Top
Bottom
38
35
mil
mil
Grade 7104
3416
3145
429
566
33
32142.3
382.5
7/28/2015
psi
psi
ppiMDN/mm 13724Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.97
.89
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C312020 CFD810200 40 LL MICROSPIKE
.97
1.08
1.02
38
42
40
40
216.411
7.01
1.02
710
23
186
.935
.35
2.2
10 in Category 1
-0.8
86
CERTIFIED
12622
Asperity
ASTM D7466
Top
Bottom
34
34
mil
mil
Grade 7104
3416
3145
429
566
33
32142.3
382.5
7/28/2015
psi
psi
ppiMDN/mm 13724Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.86
.86
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C312022 CFD810200 40 LL MICROSPIKE
.93
1.08
1.01
37
42
40
40
216.411
7.01
1.02
710
23
186
.935
.35
2.3
10 in Category 1
-0.8
86
CERTIFIED
12622
Asperity
ASTM D7466
Top
Bottom
37
35
mil
mil
Grade 7104
3416
3145
429
566
33
32142.3
382.5
7/28/2015
psi
psi
ppiMDN/mm 13724Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.94
.89
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C313023 CFD810200 40 LL MICROSPIKE
.94
1.07
.99
37
42
39
40
216.411
7.01
1.02
710
23
186
.935
.35
2.3
10 in Category 1
-0.8
86
CERTIFIED
12622
Asperity
ASTM D7466
Top
Bottom
37
36
mil
mil
Grade 7104
3416
3145
429
566
33
32142.3
382.5
7/29/2015
psi
psi
ppiMDN/mm 13724Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.94
.91
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C313024 CFD810200 40 LL MICROSPIKE
.92
1.07
.98
36
42
39
40
216.411
7.01
1.02
710
23
186
.935
.35
2.2
10 in Category 1
-0.8
90
CERTIFIED
11821
Asperity
ASTM D7466
Top
Bottom
36
35
mil
mil
Grade 7104
3002
2943
448
527
33
32142.3
400.3
7/29/2015
psi
psi
ppiMDN/mm 12021Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.89
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C313025 CFD810200 40 LL MICROSPIKE
.92
1.04
.99
36
41
39
40
216.411
7.01
1.02
710
23
186
.935
.35
2.2
10 in Category 1
-0.8
90
CERTIFIED
11821
Asperity
ASTM D7466
Top
Bottom
36
35
mil
mil
Grade 7104
3002
2943
448
527
33
32142.3
400.3
7/29/2015
psi
psi
ppiMDN/mm 12021Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.89
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C313026 CFD810200 40 LL MICROSPIKE
.89
1.02
.98
35
40
38
40
216.411
7.01
1.02
710
23
186
.935
.35
2.2
10 in Category 1
-0.8
90
CERTIFIED
11821
Asperity
ASTM D7466
Top
Bottom
36
36
mil
mil
Grade 7104
3002
2943
448
527
33
32142.3
400.3
7/29/2015
psi
psi
ppiMDN/mm 12021Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.91
OA#28215

ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15C313027 CFD810200 40 LL MICROSPIKE
.94
1.06
.99
37
42
39
40
216.411
7.01
1.02
710
23
186
.935
.35
2.2
10 in Category 1
-0.8
90
CERTIFIED
11821
Asperity
ASTM D7466
Top
Bottom
36
36
mil
mil
Grade 7104
3002
2943
448
527
33
32142.3
400.3
7/29/2015
psi
psi
ppiMDN/mm 12021Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.91
.91
OA#28215
Product: PE 7104 BULK
Lot Number: CFD810200 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.35 g/10mi
HLMI ASTM D1238 14.91 g/10mi
Pellet Count ST-905 33 pel/g
Production date 20150404
Density D1505 or D4883 0.918 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 [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 07/10/2015
Delivery #: 89088079
Page 1 of 1
PO #: 009582
Weight: 187150 LB
Ship Date: 07/10/2015
Package: BULK
Mode: Hopper Car
Car #: CHVX892036
Seal No: 32903
Shipped To:
Certificate of Analysis

This page intentionally left blank.

June 17, 2015
Grant Palmer
Agru America
500 Garrison Road
Georgetown, SC 29440

Dear Grant:

This letter is to report the final results of oven-aging and UV-aging tests (according to GRI-GM13 and
GRI-GM17) on Agru America black sheet samples that you provided to us recently. These tests were
performed by CPChem’s Materials Evaluation Laboratory in Bartlesville, OK. The tests were completed
June 2015.

The GRI-GM13 (HDPE) and GRI-GM17 (LLDPE) durability tests were done according to the following
procedures.

Test Exposure Method
HP-OIT 150 °C, 500 psi oxygen D5885
Oven Aging 90 days, 85 °C D5721
UV Aging 1600 UV hrs (Conditions were 20 hours UVA-340 at 75 °C followed by 4 hrs
dark with condensation at 60 °C. Irradiance was 0.72 W/m2 at 340 nm.)
D7238

Oven-Aging Results

Sample Initial HP-
OIT (min)
HP-OIT Value
after Oven Aging
90 Days (min)
% HP-OIT
Retained after
Oven Aging 90
Days
GRI-GM13 and
GRI-GM17% Retained
Requirement
(Oven Aging 90 Days)
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

883

83

80
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

422

82

60

Yingying Lu, Ph.D., Geomembrane Technical Service & Applications Development
Highways 60 & 123, Bartlesville Research and Technology Center, Room 149 PTC
Bartlesville, OK 74003
918-977-6894 [e-mail] Fax: [phone]  www.cpchem.com

YL 06/17/15
Page 2
UV-Aging Results

Sample
Initial HP-
OIT (min)
HP-OIT Value after
UV Aging (min)
% HP-OIT
Retained
GRI-GM13 and GRI-
GM17 % Retained
Requirement
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

930

87

50
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

351

69

35

According to these test results, the durability requirements are met.

If you have any questions, please call me at 918-977-6894.

Sincerely,
Yingying Lu, Ph. D.
Polyethylene Technical Service and Applications Development

Any technical advice, recommendations, results, or analysis ("Information") contained herein, including, without limitation,
Information as it may relate to the selection of a specific product ("Product") for your use and application, is given without warranty
or guarantee and is accepted at your sole risk. It is imperative that you test the Information (and Product, if applicable) to
determine to your own satisfaction whether the Information (and Product, if applicable) are suitable for your intended use and
application. You expressly assume, and release Chevron Phillips Chemical Company, from all risk and liability, whether
based in contract, tort or otherwise, in connection with the use of, or results obtained from, such Information (and
Product, if applicable).

TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Material: 40 mil. Microspike LLDPE Geomembrane Resin: Chevron Marlex 7104 LLDPE
Roll Number: 303112-13 Resin Lot #: CCN811900
TRI Log #: E2375-24-04
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
2% Secant Modulus (ASTM D 5323)
MD 2% Secant Modulus (psi) 34530 33311 37457 36861 40240 36480 2696
MD 2% Secant Modulus (lb/in) 1744 1782 1794 1773 1887 1796 54
TD 2% Secant Modulus (psi) 44698 44751 47500 37885 49374 44842 4360
TD 2% Secant Modulus (lb/in) 2007 2099 2109 1769 2355 2068 211
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Project:GRI GM17 compliance 2010
Material: AGRU 40 mil Microspike LLDPE Geomembrane
Roll #: 319110.10 (Chevron 7104 LLDPE resin lot CAA810800)
TRI Log #: E2341-52-07
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Multi-axial Tensile (ASTM D 5617)Test Method A: Centerpoint Deflection Versus Pressure
Thickness (mils)43 43 40 42 2
Maximum Stress (psi)1765 1558 1643 1655 104
% Elongation @ Rupture (%)76.9 76.3 81.6 78.3 2.9 30 min
Failure Description H-CAT MDT MDT
N-EF N-EF N-EF
MDT A tear in the machine direction.
TDT A tear in the transverse direction.
H Circular or elliptical hole in the specimen.
H-CAT Circular or elliptical hole in an area where the material has significantly necked down
or thinned. The large thinned area resembles a pupil of a cat eye.
N-EF No edge failure
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
cust: National Lining Systems doc 28215
PO#: 5379 Kersey Valley MSW LF
Dest: High Point, NC
72 rolls 40 LL micro (710) 48 shipped
5 rolls 40 HD smooth (835) all shipped
72 rolls 60 HD micro (505) all shipped
English Dimensions 27 rolls 6-275-6 comp (180) all shipped
roll # wid len area check weld rod qty (if ordered) wgt resin lot #
we cut 100k / lot Lin: 1ft x RW comp: 2ft x rw net: 1ft x rw U2 Geotechnics 13E321
G15D323031 23 710 16,330 40LL micro 72tot 49 3562 1ft conf CFD810260
G15D323032 23 710 16,330 40LL micro 72tot 50 3564 CFD810260
G15D323033 23 710 16,330 40LL micro 72tot 51 3568 CFD810260
G15D323034 23 710 16,330 40LL micro 72tot 52 3572 CFD810260
G15D323035 23 710 16,330 40LL micro 72tot 53 3578 CFD810260
G15D324036 23 710 16,330 40LL micro 72tot 54 3580 CFD810260
G15D324037 23 710 16,330 40LL micro 72tot 55 3570 CFD810260
G15D324038 23 710 16,330 40LL micro 72tot 56 3574 1ft conf CFD810260
G15D324039 23 710 16,330 40LL micro 72tot 57 3572 CFD810260
G15D324040 23 710 16,330 40LL micro 72tot 58 3575 CFD810260
G15D324041 23 710 16,330 40LL micro 72tot 59 3580 CFD810260
G15D324042 23 710 16,330 40LL micro 72tot 60 3576 CFD810260
G15D324043 23 710 16,330 40LL micro 72tot 61 3580 CFD810260
G15D324044 23 710 16,330 40LL micro 72tot 62 3570 1ft conf CFD810260
G15D324045 23 710 16,330 40LL micro 72tot 63 3572 CFD810260
G15D324046 23 710 16,330 40LL micro 72tot 64 3582 CFD810260
G15D325047 23 710 16,330 40LL micro 72tot 65 3582 CFD810260
G15D325048 23 710 16,330 40LL micro 72tot 66 3582 CFD810260
G15D325049 23 710 16,330 40LL micro 72tot 67 3580 CFD810260
G15D325050 23 710 16,330 40LL micro 72tot 68 3578 1ft conf CFD810260
G15D325051 23 710 16,330 40LL micro 72tot 69 3580 CFD810260
G15D325052 23 710 16,330 40LL micro 72tot 70 3584 CFD810260
G15D325053 23 710 16,330 40LL micro 72tot 71 3588 CFD810260
G15D325054 23 710 16,330 40LL micro 72tot 72 3588 CFD810260
NAT LIN Kersey Valley MSW LF, High Point, NC doc 28215 list (72m)Page 1

This page intentionally left blank.
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D323031 CFD810260 40 LL MICROSPIKE
.98
1.11
1.03
38
44
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.2
10 in Category 1
‐0.8
93
CERTIFIED
12722
Asperity
ASTM D7466
Top
Bottom
28
34
mil
mil
Grade 7104
2921
3163
468
623
35
36160.1
413.7
8/5/2015
psi
psi
ppiMD N/mm 11720Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.71
.86
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D323032 CFD810260 40 LL MICROSPIKE
.94
1.12
1.02
37
44
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.2
10 in Category 1
‐0.8
93
CERTIFIED
12722
Asperity
ASTM D7466
Top
Bottom
28
33
mil
mil
Grade 7104
2921
3163
468
623
35
36160.1
413.7
8/5/2015
psi
psi
ppiMD N/mm 11720Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.71
.84
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D323033 CFD810260 40 LL MICROSPIKE
.93
1.14
1.02
37
45
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.2
10 in Category 1
‐0.8
93
CERTIFIED
12722
Asperity
ASTM D7466
Top
Bottom
25
31
mil
mil
Grade 7104
2921
3163
468
623
35
36160.1
413.7
8/5/2015
psi
psi
ppiMD N/mm 11720Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.64
.79
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D323034 CFD810260 40 LL MICROSPIKE
.89
1.15
1.01
35
45
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.1
10 in Category 1
‐0.8
93
CERTIFIED
12722
Asperity
ASTM D7466
Top
Bottom
26
34
mil
mil
Grade 7104
2921
3163
468
623
35
36160.1
413.7
8/5/2015
psi
psi
ppiMD N/mm 11720Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.66
.86
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D323035 CFD810260 40 LL MICROSPIKE
.92
1.18
1.03
36
46
41
40
216.411
7.01
1.02
710
23
175
.935
.35
2.1
10 in Category 1
‐0.8
93
CERTIFIED
12722
Asperity
ASTM D7466
Top
Bottom
25
34
mil
mil
Grade 7104
2921
3163
468
623
35
36160.1
413.7
8/5/2015
psi
psi
ppiMD N/mm 11720Average Strength @ Break
%
MD
TD
MD
TD
lbsN155.7
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.64
.86
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D324036 CFD810260 40 LL MICROSPIKE
.92
1.18
1.03
36
47
41
40
216.411
7.01
1.02
710
23
175
.935
.35
2.3
10 in Category 1
‐0.8
94
CERTIFIED
12622
Asperity
ASTM D7466
Top
Bottom
25
34
mil
mil
Grade 7104
3244
3162
485
608
33
33146.8
418.1
8/6/2015
psi
psi
ppiMD N/mm 13023Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.64
.86
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D324037 CFD810260 40 LL MICROSPIKE
.95
1.15
1.03
37
45
41
40
216.411
7.01
1.02
710
23
175
.935
.35
2.3
10 in Category 1
‐0.8
94
CERTIFIED
12622
Asperity
ASTM D7466
Top
Bottom
26
31
mil
mil
Grade 7104
3244
3162
485
608
33
33146.8
418.1
8/6/2015
psi
psi
ppiMD N/mm 13023Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.66
.79
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D324038 CFD810260 40 LL MICROSPIKE
.94
1.12
1.02
37
44
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.3
10 in Category 1
‐0.8
94
CERTIFIED
12622
Asperity
ASTM D7466
Top
Bottom
23
29
mil
mil
Grade 7104
3244
3162
485
608
33
33146.8
418.1
8/6/2015
psi
psi
ppiMD N/mm 13023Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.58
.74
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D324039 CFD810260 40 LL MICROSPIKE
.95
1.09
1.01
38
43
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.1
10 in Category 1
‐0.8
94
CERTIFIED
12622
Asperity
ASTM D7466
Top
Bottom
29
35
mil
mil
Grade 7104
3244
3162
485
608
33
33146.8
418.1
8/6/2015
psi
psi
ppiMD N/mm 13023Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.74
.89
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D324040 CFD810260 40 LL MICROSPIKE
.95
1.09
1.00
37
43
39
40
216.411
7.01
1.02
710
23
175
.935
.35
2.1
10 in Category 1
‐0.8
94
CERTIFIED
12622
Asperity
ASTM D7466
Top
Bottom
26
34
mil
mil
Grade 7104
3244
3162
485
608
33
33146.8
418.1
8/6/2015
psi
psi
ppiMD N/mm 13023Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.66
.86
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D324041 CFD810260 40 LL MICROSPIKE
.95
1.11
1.03
38
44
41
40
216.411
7.01
1.02
710
23
175
.935
.35
2.4
10 in Category 1
‐0.8
94
CERTIFIED
12221
Asperity
ASTM D7466
Top
Bottom
28
34
mil
mil
Grade 7104
3246
3059
478
618
33
33146.8
418.1
8/6/2015
psi
psi
ppiMD N/mm 13023Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.71
.86
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D324042 CFD810260 40 LL MICROSPIKE
.93
1.18
1.03
37
46
41
40
216.411
7.01
1.02
710
23
175
.935
.35
2.4
10 in Category 1
‐0.8
94
CERTIFIED
12221
Asperity
ASTM D7466
Top
Bottom
27
35
mil
mil
Grade 7104
3246
3059
478
618
33
33146.8
418.1
8/6/2015
psi
psi
ppiMD N/mm 13023Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.69
.89
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D324043 CFD810260 40 LL MICROSPIKE
.92
1.29
1.07
36
51
42
40
216.411
7.01
1.02
710
23
175
.935
.35
2.4
10 in Category 1
‐0.8
94
CERTIFIED
12221
Asperity
ASTM D7466
Top
Bottom
27
34
mil
mil
Grade 7104
3246
3059
478
618
33
33146.8
418.1
8/6/2015
psi
psi
ppiMD N/mm 13023Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.69
.86
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D324044 CFD810260 40 LL MICROSPIKE
.93
1.16
1.04
37
46
41
40
216.411
7.01
1.02
710
23
175
.935
.35
2.2
10 in Category 1
‐0.8
94
CERTIFIED
12221
Asperity
ASTM D7466
Top
Bottom
30
35
mil
mil
Grade 7104
3246
3059
478
618
33
33146.8
418.1
8/6/2015
psi
psi
ppiMD N/mm 13023Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.76
.89
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D324045 CFD810260 40 LL MICROSPIKE
.86
1.18
1.02
34
46
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.2
10 in Category 1
‐0.8
94
CERTIFIED
12221
Asperity
ASTM D7466
Top
Bottom
27
36
mil
mil
Grade 7104
3246
3059
478
618
33
33146.8
418.1
8/6/2015
psi
psi
ppiMD N/mm 13023Average Strength @ Break
%
MD
TD
MD
TD
lbsN146.8
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.69
.91
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D324046 CFD810260 40 LL MICROSPIKE
.95
1.18
1.01
37
47
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.2
10 in Category 1
‐0.8
89
CERTIFIED
12422
Asperity
ASTM D7466
Top
Bottom
27
34
mil
mil
Grade 7104
3062
3096
502
574
34
33146.8
395.9
8/6/2015
psi
psi
ppiMD N/mm 12221Average Strength @ Break
%
MD
TD
MD
TD
lbsN151.2
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.69
.86
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D325047 CFD810260 40 LL MICROSPIKE
.94
1.18
1.03
37
47
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.2
10 in Category 1
‐0.8
89
CERTIFIED
12422
Asperity
ASTM D7466
Top
Bottom
26
35
mil
mil
Grade 7104
3062
3096
502
574
34
33146.8
395.9
8/7/2015
psi
psi
ppiMD N/mm 12221Average Strength @ Break
%
MD
TD
MD
TD
lbsN151.2
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.66
.89
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D325048 CFD810260 40 LL MICROSPIKE
.94
1.18
1.03
37
47
41
40
216.411
7.01
1.02
710
23
175
.935
.35
2.2
10 in Category 1
‐0.8
89
CERTIFIED
12422
Asperity
ASTM D7466
Top
Bottom
26
35
mil
mil
Grade 7104
3062
3096
502
574
34
33146.8
395.9
8/7/2015
psi
psi
ppiMD N/mm 12221Average Strength @ Break
%
MD
TD
MD
TD
lbsN151.2
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.66
.89
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D325049 CFD810260 40 LL MICROSPIKE
.95
1.16
1.04
37
46
41
40
216.411
7.01
1.02
710
23
175
.935
.35
2.2
10 in Category 1
‐0.8
89
CERTIFIED
12422
Asperity
ASTM D7466
Top
Bottom
27
35
mil
mil
Grade 7104
3062
3096
502
574
34
33146.8
395.9
8/7/2015
psi
psi
ppiMD N/mm 12221Average Strength @ Break
%
MD
TD
MD
TD
lbsN151.2
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.69
.89
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D325050 CFD810260 40 LL MICROSPIKE
.94
1.12
1.01
37
44
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.2
10 in Category 1
‐0.8
89
CERTIFIED
12422
Asperity
ASTM D7466
Top
Bottom
28
34
mil
mil
Grade 7104
3062
3096
502
574
34
33146.8
395.9
8/7/2015
psi
psi
ppiMD N/mm 12221Average Strength @ Break
%
MD
TD
MD
TD
lbsN151.2
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.71
.86
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D325051 CFD810260 40 LL MICROSPIKE
.93
1.19
1.03
37
47
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.3
10 in Category 1
‐0.8
89
CERTIFIED
12121
Asperity
ASTM D7466
Top
Bottom
27
35
mil
mil
Grade 7104
2867
3030
510
627
34
33146.8
395.9
8/7/2015
psi
psi
ppiMD N/mm 11520Average Strength @ Break
%
MD
TD
MD
TD
lbsN151.2
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.69
.89
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D325052 CFD810260 40 LL MICROSPIKE
.96
1.22
1.02
38
48
40
40
216.411
7.01
1.02
710
23
175
.935
.35
2.3
10 in Category 1
‐0.8
89
CERTIFIED
12121
Asperity
ASTM D7466
Top
Bottom
28
33
mil
mil
Grade 7104
2867
3030
510
627
34
33146.8
395.9
8/7/2015
psi
psi
ppiMD N/mm 11520Average Strength @ Break
%
MD
TD
MD
TD
lbsN151.2
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.71
.84
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D325053 CFD810260 40 LL MICROSPIKE
1.00
1.27
1.05
39
50
41
40
216.411
7.01
1.02
710
23
175
.935
.35
2.3
10 in Category 1
‐0.8
89
CERTIFIED
12121
Asperity
ASTM D7466
Top
Bottom
28
37
mil
mil
Grade 7104
2867
3030
510
627
34
33146.8
395.9
8/7/2015
psi
psi
ppiMD N/mm 11520Average Strength @ Break
%
MD
TD
MD
TD
lbsN151.2
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.71
.94
OA#28215
ROLL #LOT #LINER TYPE
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
MIN
MAX
AVE
mm mil
mm
mm
mil
mil
Thickness
Length
Width
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g  ‐  g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
( 2 inches / minute)TD
Tensile Elongation
ASTM D6693
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
FTMS 101 Method 2065 Modified
Puncture Resistance
ASTM D4833 (Modified)
ESCR ASTM D1693 Minumum Hrs w/o Failures
Customer
PO
Destination
Date
Signature
Quality Control Department
g/cc
%
%
%
N
N
1500 Hrs
ppi
OIT(Standard) ASTM D 3895 minutes
lbs
lbs
N/mm
mm mil
G15D325054 CFD810260 40 LL MICROSPIKE
.93
1.15
1.05
37
45
41
40
216.411
7.01
1.02
710
23
175
.935
.35
2.2
10 in Category 1
‐0.8
89
CERTIFIED
12121
Asperity
ASTM D7466
Top
Bottom
27
34
mil
mil
Grade 7104
2867
3030
510
627
34
33146.8
395.9
8/7/2015
psi
psi
ppiMD N/mm 11520Average Strength @ Break
%
MD
TD
MD
TD
lbsN151.2
National Lining Systems
5379 Kersey Valley MSW LF
High Point, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
CERTIFIED
mm
mm
.69
.86
OA#28215
Product: PE 7104 BULK
Lot Number: CFD810260 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.35 g/10mi
HLMI ASTM D1238 14.78 g/10mi
Pellet Count ST-905 33 pel/g
Production date 20150404
Density D1505 or D4883 0.920 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 [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 07/18/2015
Delivery #: 89092668
Page 1 of 1
PO #: 009582
Weight: 187950 LB
Ship Date: 07/18/2015
Package: BULK
Mode: Hopper Car
Car #: PSPX002030
Seal No: 31741
Shipped To:
Certificate of Analysis

This page intentionally left blank.

June 17, 2015
Grant Palmer
Agru America
500 Garrison Road
Georgetown, SC 29440

Dear Grant:

This letter is to report the final results of oven-aging and UV-aging tests (according to GRI-GM13 and
GRI-GM17) on Agru America black sheet samples that you provided to us recently. These tests were
performed by CPChem’s Materials Evaluation Laboratory in Bartlesville, OK. The tests were completed
June 2015.

The GRI-GM13 (HDPE) and GRI-GM17 (LLDPE) durability tests were done according to the following
procedures.

Test Exposure Method
HP-OIT 150 °C, 500 psi oxygen D5885
Oven Aging 90 days, 85 °C D5721
UV Aging 1600 UV hrs (Conditions were 20 hours UVA-340 at 75 °C followed by 4 hrs
dark with condensation at 60 °C. Irradiance was 0.72 W/m2 at 340 nm.)
D7238

Oven-Aging Results

Sample Initial HP-
OIT (min)
HP-OIT Value
after Oven Aging
90 Days (min)
% HP-OIT
Retained after
Oven Aging 90
Days
GRI-GM13 and
GRI-GM17% Retained
Requirement
(Oven Aging 90 Days)
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

883

83

80
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

422

82

60

Yingying Lu, Ph.D., Geomembrane Technical Service & Applications Development
Highways 60 & 123, Bartlesville Research and Technology Center, Room 149 PTC
Bartlesville, OK 74003
918-977-6894 [e-mail] Fax: [phone]  www.cpchem.com

YL 06/17/15
Page 2
UV-Aging Results

Sample
Initial HP-
OIT (min)
HP-OIT Value after
UV Aging (min)
% HP-OIT
Retained
GRI-GM13 and GRI-
GM17 % Retained
Requirement
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

930

87

50
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

351

69

35

According to these test results, the durability requirements are met.

If you have any questions, please call me at 918-977-6894.

Sincerely,
Yingying Lu, Ph. D.
Polyethylene Technical Service and Applications Development

Any technical advice, recommendations, results, or analysis ("Information") contained herein, including, without limitation,
Information as it may relate to the selection of a specific product ("Product") for your use and application, is given without warranty
or guarantee and is accepted at your sole risk. It is imperative that you test the Information (and Product, if applicable) to
determine to your own satisfaction whether the Information (and Product, if applicable) are suitable for your intended use and
application. You expressly assume, and release Chevron Phillips Chemical Company, from all risk and liability, whether
based in contract, tort or otherwise, in connection with the use of, or results obtained from, such Information (and
Product, if applicable).

TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Material: 40 mil. Microspike LLDPE Geomembrane Resin: Chevron Marlex 7104 LLDPE
Roll Number: 303112-13 Resin Lot #: CCN811900
TRI Log #: E2375-24-04
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
2% Secant Modulus (ASTM D 5323)
MD 2% Secant Modulus (psi) 34530 33311 37457 36861 40240 36480 2696
MD 2% Secant Modulus (lb/in) 1744 1782 1794 1773 1887 1796 54
TD 2% Secant Modulus (psi) 44698 44751 47500 37885 49374 44842 4360
TD 2% Secant Modulus (lb/in) 2007 2099 2109 1769 2355 2068 211
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Project:GRI GM17 compliance 2010
Material: AGRU 40 mil Microspike LLDPE Geomembrane
Roll #: 319110.10 (Chevron 7104 LLDPE resin lot CAA810800)
TRI Log #: E2341-52-07
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Multi-axial Tensile (ASTM D 5617)Test Method A: Centerpoint Deflection Versus Pressure
Thickness (mils)43 43 40 42 2
Maximum Stress (psi)1765 1558 1643 1655 104
% Elongation @ Rupture (%)76.9 76.3 81.6 78.3 2.9 30 min
Failure Description H-CAT MDT MDT
N-EF N-EF N-EF
MDT A tear in the machine direction.
TDT A tear in the transverse direction.
H Circular or elliptical hole in the specimen.
H-CAT Circular or elliptical hole in an area where the material has significantly necked down
or thinned. The large thinned area resembles a pupil of a cat eye.
N-EF No edge failure
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]

Project Name: Kersey Valley MSW LF Area 1 Partial ClosureProject Number: HPOINT-13-5
Contractor: Jimmy R. Lynch & Sons Storage Area: Area 1Geosynthetics Installer: National Lining Systems Inventory Monitor(s): C. Shore
Geosynthetic Material Type: 40-Mil LLDPE Geomembrane (Textured)
Geosynthetic Product Identification: Agru America MicroSpike
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks(Feet) (Feet) Sample No.
G15C187066 CFD812310 23 710 Yes L15043-10-01 Pass
G15C187067 CFD812310 23 710 Yes
G15C187068 CFD812310 23 710 Yes
G15C187069 CFD812310 23 710 YesG15C187070 CFD812310 23 710 Yes
G15C187071 CFD812310 23 710 YesG15C191001 CFD812310 23 710 Yes L15043-10-02 Pass
G15C191002 CFD812310 23 710 Yes
G15C191003 CFD812310 23 710 Yes
G15C191004 CFD812310 23 710 Yes
G15C191005 CFD812310 23 710 Yes
G15C191006 CFD812310 23 710 Yes
G15C191007 CFD812310 23 710 Yes L15043-11-01 Pass
G15C191008 CFD812310 23 710 Yes
G15C191009 CFD812310 23 710 Yes
G15C191010 CFD812310 23 710 Yes
G15C191011 CFD812310 23 710 Yes
G15C192012 CFD812310 23 710 Yes
G15C192013 CFD812310 23 710 Yes L15043-11-02 Pass
G15C192014 CFD812310 23 710 Yes
G15C192015 CFD812310 23 710 Yes
G15C192016 CFD810020 23 710 Yes
G15C192017 CFD810020 23 710 Yes
G15C192018 CFD810020 23 710 Yes
G15C192019 CFD810020 23 710 Yes L15043-11-03 Pass
G15C192020 CFD810020 23 710 Yes
G15C192021 CFD810020 23 710 YesG15C192022 CFD810020 23 710 Yes
G15C193023 CFD810020 23 710 YesG15C193024 CFD810020 23 710 Yes
G15C193025 CFD810020 23 710 Yes L15043-11-04 PassG15C193026 CFD810020 23 710 Yes
G15C193027 CFD810020 23 710 Yes
G15C193028 CFD810020 23 710 Yes
G15C193029 CFD810020 23 710 Yes
G15C193030 CFD810020 23 710 Yes
G15C312014 CFD810020 23 710 Yes L15043-13-01 Pass
G15C312016 CFD810020 23 710 Yes
G15C312017 CFD810020 23 710 Yes
G15C312018 CFD810020 23 710 Yes
GEOSYNTHETICS INVENTORY LOG
40-MIL LLDPE GEOMEMBRANE (TEXTURED)
Material Material Dimensions
SMITH GARDNER, INC.
40-Mil LLDPE-T
Page 1 of 2 HP GS Inventory Master 2016-06-27.xls
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
Material Material Dimensions
G15C312019 CFD810020 23 710 Yes
G15C312020 CFD810020 23 710 Yes
G15C312022 CFD810020 23 710 Yes L15043-13-02 Pass
G15C313023 CFD810020 23 710 Yes
G15C313024 CFD810020 23 710 Yes
G15C313025 CFD810020 23 710 Yes
G15C313026 CFD810020 23 710 Yes
G15C313027 CFD810020 23 710 Yes
G15D323031 CFD810260 23 710 Yes L15043-15-01 Pass
G15D323032 CFD810260 23 710 Yes
G15D323033 CFD810260 23 710 Yes
G15D323034 CFD810260 23 710 Yes
G15D323035 CFD810260 23 710 YesG15D324036 CFD810260 23 710 Yes
G15D324037 CFD810260 23 710 YesG15D324038 CFD810260 23 710 Yes L15043-15-02 Pass
G15D324039 CFD810260 23 710 Yes
G15D324040 CFD810260 23 710 Yes
G15D324041 CFD810260 23 710 Yes
G15D324042 CFD810260 23 710 Yes
G15D324043 CFD810260 23 710 Yes
G15D324044 CFD810260 23 710 Yes L15043-15-03 Pass
G15D324045 CFD810260 23 710 Yes
G15D324046 CFD810260 23 710 Yes
G15D325047 CFD810260 23 710 Yes
G15D325048 CFD810260 23 710 Yes
G15D325049 CFD810260 23 710 Yes
G15D325050 CFD810260 23 710 Yes L15043-15-04 Pass
G15D325051 CFD810260 23 710 Yes
G15D325052 CFD810260 23 710 Yes
G15D325053 CFD810260 23 710 Yes
G15D325054 CFD810260 23 710 Yes
Totals:
Total Rolls: 72
Total Lots: 3
Total SF: 1,175,760
SMITH GARDNER, INC.
40-Mil LLDPE-T
Page 2 of 2 HP GS Inventory Master 2016-06-27.xls

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Appendix I
Drainage Geocomposite CQA Data
Construction Quality Assurance Report
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

This page intentionally left blank.

         February 5, 2015 
Mr. John Kersten 
National Lining Systems, Inc.    
16521 San Carlos Blvd. 
Fort Myers, FL 33908 

Re:  Draintube™ Submittal for the Kersey Road Landfill 

Dear Mr. Kersten, 

Afitex‐Texel is pleased to submit Draintube™ 606 ST2 D25 for approval as the Drainage 
Geocomposite according to Section 02712 of the contract documents.  The following 
general information relates to Draintube™ and/or Afitex‐Texel: 

1. Draintube 606 ST2 D25 meets the requirements of the Geotextile and 
Geocomposite parts of Table 1 of Section 02712. 

2. Technical Data Sheets are attached for review.  Afitex‐Texel certifies that the 
material delivered to this project complies with the results presented on those 
sheets. 

Additional supporting documents are enclosed or will be provided after material 
is produced.  Please contact Afitex‐Texel if you have any questions and thank you for 
choosing Draintube™ 606 ST2 D25 for this project. 

Sincerely, 

Pascal Saunier, P. Eng. 
Business Development manager North America – Afitex‐Texel 
[e-mail] 

Encl: Draintube™ Technical Data Sheets, Texel ISO 9001 certification, Pipe manufacturer ISO 9001 
certification, installation instructions and product samples. 

Standard Reference MARV Unit
Mass per unit area ASTM D5261-92 6.0 (203)oz/sy (g/m2)
Thickness ASTM D5199-01 Under 2 kPa 67 (1.7)mil (mm)
Grab Tensile MD & XMD direction 160 (712)lbs (N)
Grab Ellongation Min-Max value 50-105 %
Puncture (CBR)ASTM D6241 450 (2000)lbs (N)
UV Resistance (after 500 hrs)ASTM D4355 70 %
Apparent Opening Size (1)ASTM D4751 70 (212)US sieve (µm)
Flow rate (2)125 gal/min/ft2
Permittivity (2)1.65 sec-1
Outside Diameter ASTM D2122-98 Nominal value 0.97 (25)inch (mm)
Pipe stiffness at 5% deflection ASTM D2412-02 435 (3000)psi (kPa)
Spacing between pipes
1.00E-03 m2/s
1.45 (18.00)gpm/ft (l/min/m)
Puncture (CBR)ASTM D6241 675 (3000)lbs (N)
Length 246.06 (75)ft (m)
Width 13.06 (3.98)ft (m)
Roll weight 385 (175)lb (kg)
Inside diameter of roll 95 mm
FIN24276
606 ST2 D25
The product consists of two 6 oz/sy geotextile layers comprised of short synthetic fibers of 100% polypropylene which are
needlepunched together. Corrugated PP pipes with two perforations per valley at 180 degree spacing and rotated 90
degrees per valley are inserted between the geotextile layers at uniform intervals.
The geotextiles are UV resistant at 70% after 500 hrs (AASHTO M288-05 requirement).
Geotextiles properties
ASTM D4632
ASTM D4491
Mini-pipe properties
20 inches (2 pipes per meter of width)
Geocomposite properties
Transmissivity (3)
Flow Rate (3)ASTM D4716
Compression load = 1,000 psf
Hydraulic gradient = 0.33
Seating Time = 24 hours
Packaging Standard roll
dimensions
Unless noted,the printed values are "Minimum Average Roll Values"(MARV)in the weakest direction as the typical value minus two standard deviations
according to a normal distribution and a confidence interval of 95 %.
(1)Maximum Average Roll Values (MaxARV)|(2)Tested on the filter in the area of the pipe after assembly |(3)Typical Value -Transmissivity /Flow
Rate measured on a 250 mm wide specimen installed as follows :sealed sand /geocomposite /geomembrane /sealed sand,with one pipe (confined in
sand)installed in the middle of the test chamber in the longitudinal direction.The given transmissivity is obtained from a linear relationship between the
number of pipes and the measured transmissivity.
This publication should not be construed as engineering advice.While information contained in this publication is accurate to the best of our knowledge,
AFITEX-TEXEL does not warrant its accuracy or completeness.The ultimate customer and user of the products should assume sole responsibility for
the final determination of the suitability of the information and the products for the contemplated and actual use.The only warranty made by AFITEX-
TEXEL for its products is set forth in our product data sheets for the product,or such other written warranty as may be agreed by AFITEX-TEXEL and
individual customers.AFITEX-TEXEL specifically disclaims all other warranties,express or implied,including without limitation,warranties of
merchantability or fitness for a particular purpose, or arising from provision of samples, a course of dealing or usage of trade.
Rev. 07-2014
1300, 2eme Rue Parc Industriel, Sainte-Marie-de-Beauce, Quebec G6E 1G8 Canada : [phone] #310 / [phone]
British Columbia : [phone] / [phone] United States : [phone]
email : [e-mail] / www.draintube.net
MAIN PROJECTS REFERENCESLANDFILL APPLICATIONS
Location Date Project Name Function Owner Enginneer Contractor Product
CANADA 2014 ST TITE DES CAPS - QC Landfill cap - Gas drainage CITY OF QUEBEC ENVIROCONSEILS FR LINERS DRAINTUBE 400P TF1 D25 123 786 sqft
CANADA 2014 ST TITE DES CAPS - QC Landfill cap - Rainfall drainage CITY OF QUEBEC ENVIROCONSEILS FR LINERS DRAINTUBE 400P FT2 D25 145 314 sqft
CANADA 2014 CINTEC - QC Landfill cap - Gas drainage CINTEC ALPHARD TEXEL GEOSOL DRAINTUBE 604 ST0.5 D25 403 650 sqft
CANADA 2014 CINTEC - QC Landfill cap - Rainfall drainage CINTEC ALPHARD TEXEL GEOSOL DRAINTUBE 604 ST0.5 D25 403 650 sqft
CANADA 2014 SCARBOROUGH LANDFILL - ON Landfill cap - Gas drainage B E SERVICES TERRAFIX DRAINTUBE 500P TF4 D25 69 966 sqft
USA 2014 CHEMUNG COUNTY - NY Landfill - Horizontal Landfill Gas collection system CASELLA BARTON & LOGUIDICE AEGL DRAINTUBE 500P FT4 D25 12 917 sqft
USA 2014 ONTARIO COUNTY - NY Landfill - Horizontal Landfill Gas collection system ONTARIO COUNTY BARTON & LOGUIDICE AEGL DRAINTUBE 500P TF4 D25 25 834 sqft
USA 2014 STEUBEN COUNTY - NY Landfill - Horizontal Landfill Gas collection system COUNTY OF STEUBEN DRAINTUBE 500P FT4 D25 12 917 sqft
CANADA 2014 MEADOWLANDS -BC Landfill cap - Rainfall drainage CRIS SPERLING HANSEN WTL DRAINTUBE 400P FT4 D25 80 730 sqft
CANADA 2014 ALCOA RAGUENEAU - QC Landfill cap - Rainfall drainage RAGUENEAU / SCEPTER CRA WORLD TEXEL GEOSOL DRAINTUBE 606 ST1 D25 473 616 sqft
CANADA 2014 ALCOA RAGUENEAU - QC Landfill - Drainage betwen GM RAGUENEAU / SCEPTER TEXEL GEOSOL DRAINTUBE 606 ST0.5 D20 59 202 sqft
TUNISIA 2014 MONASTIR COUVERTURE Landfill cap - Rainfall drainage SEGOR DRAINTUBE 450 FTP1 D20 538 200 sqft
FRANCE 2014 DUCHY ST FLORENTIN - Casier 2 Landfill - Leachate collection & Mechanical protection at the bottom COVED EGC Galopin DRAINTUBE 500 FT1 D25 30 139 sqft
FRANCE 2014 LA FARE LES OLIVIERS Landfill - Leachate collection & Mechanical protection on the slopes RAZEL BEC DRAINTUBE 650 FT1 D16 UV3 VERT 86 112 sqft
CANADA 2013 VANCOUVER - BC Landfill cap - Rainfall drainage METRO VANCOUVER SPERLING HANSEN WTL DRAINTUBE 500P FT4 D25 80 192 sqft
CANADA 2013 HIGHWEST VICTORIA - BC Landfill - Leachate collection & Mechanical protection on the slopes ESCI WTL DRAINTUBE 808 ST2 D25 80 730 sqft
CANADA 2013 SECHELT REGIONAL - BC Landfill cap - Rainfall drainage SECHELT XCG WTL DRAINTUBE 500P ST4 D25 250 801 sqft
USA 2013 TUSCARORA - NC Landfill cap - Rainfall drainage COASTAL ENV. PARTN.JOYCE ENGINEERING G.S.I DRAINTUBE 606 ST1 D25 183 149 sqft
FRANCE 2013 PAVIE - MEREOUS Landfill cap - Gas drainage RAZEL BEC DRAINTUBE 450 FT0.5 D16 55 973 sqft
FRANCE 2013 CHAMPTEUSSE SUR BACONNE Landfill - Leachate collection & Mechanical protection on the slopes SEDA FLI DRAINTUBE 600 FT1 D16 UV2 VERT Z1 32 292 sqft
FRANCE 2013 VILLEPARISIS Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 750R FT1 D16 UV3 VERT 105 487 sqft
FRANCE 2013 BENAC Landfill cap - Gas drainage SADE DRAINTUBE 450 FT0.5 D16 55 973 sqft
FRANCE 2013 LAPOUYADE Landfill cap - Gas drainage SADE + EUROVIA CHARVIEU DRAINTUBE 450 FT0.5 D16 223 891 sqft
USA 2013 LEBANON - NH Landfill - Horizontal Landfill Gas collection system LEBANON CITY SANBORN HEAD SARGENT CORP DRAINTUBE 500P FT4 D25 6 458 sqft
USA 2013 COVENTRY - VT Landfill - Horizontal Landfill Gas collection system CASELLA SANBORN HEAD CASELLA DRAINTUBE 500P FT4 D25 19 278 sqft
FRANCE 2013 PUY LONG AMBERT Landfill - Leachate collection & Mechanical protection at the bottom LA FOREZIENNE DRAINTUBE 500 FT1 D25 ASQUAL 258 336 sqft
FRANCE 2013 GINASSERVIS Landfill - Leachate collection & Mechanical protection at the bottom EGC GALOPIN DRAINTUBE 800 FT1 D20 43 056 sqft
FRANCE 2013 MIMIZAN Landfill - Leachate collection & Mechanical protection at the bottom GASCOGNE PAPER EGC GALOPIN DRAINTUBE 900PP FT1 D20 60 278 sqft
FRANCE 2013 SOING EN SOLOGNE Landfill - Leachate collection & Mechanical protection at the bottom SADE DRAINTUBE 1200 FT1 D25 107 640 sqft
FRANCE 2013 ORTHEZ Landfill - Leachate collection & Mechanical protection on the slopes RAZEL BEC DRAINTUBE 900 FT1 D16 UV5 VERT Z1 71 904 sqft
FRANCE 2013 ORTHEZ Landfill - Leachate collection & Mechanical protection on the slopes RAZEL BEC DRAINTUBE 600R FT1 D20 47 900 sqft
FRANCE 2013 NONANT LE PIN Landfill - Leachate collection & Mechanical protection on the slopes EUROVIA CHARVIEU DRAINTUBE 700PP FT1 D16 UV2 VERT 172 224 sqft
FRANCE 2013 NONANT LE PIN Landfill - Leachate collection & Mechanical protection on the slopes EUROVIA CHARVIEU DRAINTUBE 800 FT1 D16 UV4 VERT Z1 118 404 sqft
FRANCE 2013 NARBONNE LAMBERT 2 Landfill cap - Rainfall drainage SITA ECOTEP DRAINTUBE 450 FT1 D20 /PE1000T 172 224 sqft
FRANCE 2013 HOLNON Landfill cap - Rainfall drainage SITA EUROVIA BOURGOGNE DRAINTUBE 450 FT1 D20 1 776 060 sqft
FRANCE 2013 GUITRANCOURT Landfill - Leachate collection & Mechanical protection at the bottom VEOLIA EMTA VEOLIA EMTA FLI DRAINTUBE 1500HT FT2 D20 161 460 sqft
FRANCE 2013 GUITRANCOURT Landfill - Leachate collection & Mechanical protection on the slopes VEOLIA EMTA VEOLIA EMTA FLI DRAINTUBE 850R FT1 D16 UV2 VERT 150 696 sqft
FRANCE 2013 MARIE GALANTE Slope stabilisation AFITER 3D 37 674 sqft
FRANCE 2013 MARIE GALANTE Landfill cap - Rainfall drainage DRAINTUBE 450 FT1 D20 37 674 sqft
FRANCE 2013 RETZWILLER Landfill - Leachate collection & Mechanical protection on the slopes SITA EUROVIA DRAINTUBE 1050PP FT1 D16 UV3 247 572 sqft
FRANCE 2013 LE VIGEANT Landfill - Drainage betwen GM and leak detection SVO Eco-Industrie ANTEA FLI DRAINTUBE FT0.5 D16 CONDUCTIVE 113 022 sqft
USA 2013 RODMAN - NY Landfill - Horizontal Landfill Gas collection system DANC BARTON & LOGUIDICE RCAC INC.DRAINTUBE 500P FT4 D25 6 458 sqft
FRANCE 2013 ST AIGNAN DES GUES Landfill - Leachate collection & Mechanical protection at the bottom GEO BTP DRAINTUBE 900 FT2 D25 45 209 sqft
FRANCE 2013 LES MARINGOUINS Landfill - Leachate collection & Mechanical protection on the slopes GOVINDIN ANTEA RAZEL/BEC DRAINTUBE 1500HT FT2 D20 UV3 93 647 sqft
FRANCE 2013 LES MARINGOUINS Landfill - Leachate collection & Mechanical protection at the bottom GOVINDIN ANTEA RAZEL/BEC DRAINTUBE 1500HT FT2 D20 65 660 sqft
FRANCE 2013 NURLU Landfill cap - Rainfall drainage COVED PHILIPPE ANDRIEUX VINCI CONSTRUCTION DRAINTUBE 450 FT1 D20 /PE500 355 212 sqft
FRANCE 2013 DZOUMOGNE Landfill - Leachate collection & Mechanical protection on the slopes CONSEIL GENERAL MAYOTTE ANTEA COLAS MAYOTTE DRAINTUBE 1000P FT1 D16 UV2 VERT 6 458 sqft
CANADA 2012 CHANDLER - QC Landfill cap - Rainfall drainage CITY OF CHANDLER PROGESTECH TEXEL GEOSOL DRAINTUBE 300P FT1 D25 484 380 sqft
CANADA 2012 ENFOUI‐BEC P1 ‐ QC Landfill cap - Rainfall drainage ENFOUI‐BEC PROGESTECH TEXEL GEOSOL DRAINTUBE 300P FT1 D25 484 380 sqft
USA 2012 GRADY ROAD - GA Landfill cap - Rainfall drainage WASTE INDUSTRIES SMITH GARDNER ESI DRAINTUBE 606 ST2 D25 484 380 sqft
CANADA 2012 STE SOPHIE - QC Landfill cap - Rainfall drainage WASTE MANAGEMENT GENIVAR TEXEL GEOSOL DRAINTUBE 300P FT2 D25 376 740 sqft
CANADA 2012 VANCOUVER - BC Landfill cap - Rainfall drainage CITY OF VANCOUVER SPERLING HANSEN WESTERN TANK & LINING DRAINTUBE 400P FT4 D25 161 460 sqft
FRANCE 2012 LEWARDE Landfill cap - Rainfall drainage DEPARTEMENT DU NORD SITA NORD VINCI CONSTRUCTION DRAINTUBE 450 FT1 D20 1 044 108 sqft
FRANCE 2012 LEWARDE Landfill - Leachate collection & Mechanical protection on the slopes DEPARTEMENT DU NORD SITA NORD VINCI CONSTRUCTION DRAINTUBE 700R FT1 D16 UV2 VERT Z1 38 750 sqft
FRANCE 2012 LEWARDE Slope stabilisation DEPARTEMENT DU NORD SITA NORD DTP TERRASSEMENT AFITER 2D 6 458 sqft
FRANCE 2012 ETEIGNIERES Landfill - Leachate collection & Mechanical protection at the bottom ARCAVI EGC GALOPIN DRAINTUBE 860 ACB FT1 D25 88 265 sqft
FRANCE 2012 ETEIGNIERES Landfill - Leachate collection & Mechanical protection on the slopes ARCAVI EGC GALOPIN DRAINTUBE 450 FT1 D16 162 536 sqft
Area
1/7 2015-02-03
MAIN PROJECTS REFERENCESLANDFILL APPLICATIONS
Location Date Project Name Function Owner Enginneer Contractor Product Area
FRANCE 2012 BOURGNEUF EN MAUGES Landfill cap - Rainfall drainage SYNDICAT MIXTE VALOR 3 E ANTEA NANTES GUINTOLI DRAINTUBE 450 FT2 D20 120 557 sqft
FRANCE 2012 BOURGNEUF EN MAUGES Slope stabilisation SYNDICAT MIXTE VALOR 3 E ANTEA NANTES GUINTOLI AFITER 3D 120 557 sqft
FRANCE 2012 LA FARE LES OLIVIERS Landfill - Leachate collection & Mechanical protection on the slopes RAZEL BEC DRAINTUBE 650 FT1 D16 UV3 VERT 116 251 sqft
CANADA 2012 STE SOPHIE - QC Landfill cap - Gas drainage WASTE MANAGEMENT GENIVAR TEXEL GEOSOL DRAINTUBE 300P TF1 D20 129 168 sqft
USA 2012 GRADY ROAD - GA Landfill cap - Gas drainage WASTE INDUSTRIES SMITH GARDNER ESI DRAINTUBE 606 ST2 D25 484 380 sqft
USA 2012 COVENTRY - VT Landfill - Horizontal Landfill Gas collection system CASELLA SANBORN HEAD DRAINTUBE 400P ST4 D20 6 458 sqft
FRANCE 2012 BREUIL EN VEXIN Landfill - Leachate collection & Mechanical protection at the bottom SITA IDF EUROVIA BOURGOGNE DRAINTUBE 1200 ACB1 D25 210 974 sqft
FRANCE 2012 ETEIGNIERES Landfill - Leachate collection & Mechanical protection at the bottom AQUAGO ETANCHEITE DRAINTUBE 760HT ACB2 D25 96 876 sqft
FRANCE 2012 BUCY ST LIPHARD Landfill - Leachate collection & Mechanical protection at the bottom VEOLIA EUROVIA BOURGOGNE DRAINTUBE 1200 FT1 D25 58 126 sqft
FRANCE 2012 CHEVILLY LA RUE Landfill - Leachate collection & Mechanical protection at the bottom EUROVIA BOURGOGNE DRAINTUBE 1200 FT1 D25 96 876 sqft
FRANCE 2012 LONS LE SAUNIER Landfill - Leachate collection & Mechanical protection at the bottom CSDU DU JURA EBM TP DRAINTUBE 700 FT1 D25 185 141 sqft
FRANCE 2012 CHAGNY Landfill - Leachate collection & Mechanical protection on the slopes SMET NORD EST DTP TERRASSEMENT AGENCE DRAINTUBE 700PP FT1 D16 UV2 VERT 71 258 sqft
FRANCE 2012 STE SUZANNE Landfill - Leachate collection & Mechanical protection on the slopes CIVIS / SITA STAR FLI DRAINTUBE 700 FT1 D16 UV2 VERT Z3 60 278 sqft
USA 2011 FRANKLIN COUNTY - NY Landfill cap - Rainfall drainage FRANKLYN CTY NY BARTON & LOGUIDICE ANTANA LININGS DRAINTUBE 400P FT2 D25 344 448 sqft
CANADA 2011 NANAIMO - BC Landfill cap - Rainfall drainage REG. DISTRICT OF NANAIMO XCG WTL DRAINTUBE 500P FT4 D25 376 740 sqft
CANADA 2011 ST TITE DES CAPS - QC Landfill cap - Gas drainage CITY OF QUEBEC ENVIROCONSEILS TEXEL GEOSOL DRAINTUBE 300P TF1 D25 269 100 sqft
FRANCE 2011 PIERREFEU DU VAR Landfill cap - Gas drainage PIZZORNO EUROVIA ETANCHEITE DRAINTUBE 800 FT0.5 D20 209 252 sqft
CANADA 2011 ST TITE DES CAPS - QC Landfill cap - Rainfall drainage CITY OF QUEBEC ENVIROCONSEILS TEXEL GEOSOL DRAINTUBE 500P FT2 D25 269 100 sqft
FRANCE 2011 ST LAURENT DES HOMMES Landfill cap - Gas drainage BEC FAYAT GROUP DRAINTUBE 450 FT0.5 D16 333 253 sqft
USA 2011 NASHUA - NH Landfill - Horizontal Landfill Gas collection system NASHUA CITY NH SHA GC DRAINTUBE 400P TF1 D25 26 910 sqft
FRANCE 2011 SOIGNOLLES EN BRIE Landfill - Leachate collection & Mechanical protection at the bottom SITA GEO BTP DRAINTUBE 1000 FT1 D25 322 920 sqft
FRANCE 2011 STE SUZANNE Landfill - Leachate collection & Mechanical protection at the bottom CIVIS / SITA STAR FLI DRAINTUBE 700 FT2 D20 21 528 sqft
FRANCE 2011 STE SUZANNE Landfill - Leachate collection & Mechanical protection on the slopes CIVIS / SITA STAR FLI DRAINTUBE 700 FT1 D16 UV2 VERT Z3 167 918 sqft
FRANCE 2011 VILLEPARISIS Landfill - Leachate collection & Mechanical protection at the bottom SITA CO FLI DRAINTUBE 700 FT2 D20 73 195 sqft
FRANCE 2011 CHANTEAU Landfill - Leachate collection & Mechanical protection at the bottom SITA CO GEO BTP DRAINTUBE 1200 FT1 D25 43 056 sqft
MAROCO 2011 CET EL JADIDA Landfill - Leachate collection & Mechanical protection at the bottom RIEGONOR DRAINTUBE 900 ACB1 D25 79 654 sqft
FRANCE 2011 DZOUMOGNE Landfill - Leachate collection & Mechanical protection at the bottom CONSEIL GENERAL MAYOTTE ANTEA BEC / COLAS DRAINTUBE 1000 FT1 D25 57 049 sqft
FRANCE 2011 DZOUMOGNE Landfill - Leachate collection & Mechanical protection on the slopes CONSEIL GENERAL MAYOTTE ANTEA BEC / COLAS DRAINTUBE 1000P FT1 D16 UV2 VERT 178 682 sqft
FRANCE 2011 LES PENNES MIRABEAU Landfill - Leachate collection & Mechanical protection at the bottom SITA SUD ARCADIS EUROVIA DRAINTUBE 1200 FT2 D25 284 170 sqft
FRANCE 2011 BEINE NAUROY Landfill - Leachate collection & Mechanical protection at the bottom VEOLIA CADET INTERNATIONAL ALTIMA DRAINTUBE 1200 FT1 D25 75 348 sqft
FRANCE 2011 BEINE NAUROY Landfill - Leachate collection & Mechanical protection on the slopes VEOLIA CADET INTERNATIONAL ALTIMA DRAINTUBE 1000PP FT1 D20 UV2 39 827 sqft
FRANCE 2011 AUBY Landfill cap - Rainfall drainage NYRSTAR TECH SUB DRAINTUBE 500 FT1 D25 882 648 sqft
FRANCE 2011 MALLEVILLE SUR LE BEC Landfill - Leachate collection & Mechanical protection on the slopes SDOMODE FLI DRAINTUBE 450 FT0.5 D20 47 362 sqft
FRANCE 2011 MALLEVILLE SUR LE BEC Landfill - Leachate collection & Mechanical protection on the slopes SDOMODE FLI DRAINTUBE 450 FT1 D20 34 003 sqft
FRANCE 2011 ECOPARC DE MERCEY Landfill - Leachate collection & Mechanical protection on the slopes SETOM BEC FAYAT GROUP DRAINTUBE 1050PP FT1 D16 UV3 116 251 sqft
FRANCE 2011 ECOPARC DE MERCEY Landfill cap - Rainfall drainage SETOM BEC FAYAT GROUP SOMTUBE 600 FTF2 D20 204 947 sqft
FRANCE 2011 GIZAY Landfill cap - Rainfall drainage VEOLIA DRAINTUBE 450 FT1 D16 81 376 sqft
FRANCE 2011 BUCY ST LIPHARD Landfill - Leachate collection & Mechanical protection at the bottom VEOLIA ANTEA EUROVIA BOURGOGNE DRAINTUBE 1200 FT2 D25 55 973 sqft
FRANCE 2011 CREPY EN VALOIS Landfill - Leachate collection & Mechanical protection at the bottom SITA FLI DRAINTUBE 1000 FT1 D25 47 362 sqft
FRANCE 2011 GUITRANCOURT Landfill - Leachate collection & Mechanical protection at the bottom VEOLIA FLI DRAINTUBE 1200 FT2 D25 499 450 sqft
FRANCE 2011 LA BUTTE BELLOT Landfill - Leachate collection & Mechanical protection at the bottom SITA GEO BTP DRAINTUBE 1000 FT1 D25 322 920 sqft
FRANCE 2011 ST AIGNAN DES GUES Landfill - Leachate collection & Mechanical protection at the bottom VEOLIA GEO BTP DRAINTUBE 900 FT1 D25 45 209 sqft
FRANCE 2011 ABONCOURT Landfill - Leachate collection & Mechanical protection on the slopes VEOLIA FLI DRAINTUBE 700 FT0.5 D20 UV2 VERT 43 056 sqft
FRANCE 2011 GUITRANCOURT Landfill - Leachate collection & Mechanical protection on the slopes VEOLIA FLI DRAINTUBE 750PP FT1 D16 UV3 VERT 584 485 sqft
FRANCE 2011 LA BUTTE BELLOT Landfill - Leachate collection & Mechanical protection on the slopes SITA GEO BTP DRAINTUBE 1000PP FT1 D16 UV2 368 129 sqft
FRANCE 2011 ST LAURENT DES HOMMES Landfill - Leachate collection & Mechanical protection on the slopes BEC FAYAT GROUP DRAINTUBE 650 FT1 D16 UV3 VERT 96 876 sqft
FRANCE 2011 BORNEL Landfill cap - Rainfall drainage EGC GALOPIN DRAINTUBE 600 FT2 D25 64 584 sqft
FRANCE 2011 BOUSSAC Landfill cap - Rainfall drainage GEO BTP DRAINTUBE 450 FTP1 D20 162 752 sqft
FRANCE 2011 L'ALBIE MONFLANQUIN Landfill cap - Rainfall drainage DDA 47 BEC FAYAT GROUP DRAINTUBE 450 FT1 D20 111 946 sqft
FRANCE 2011 OLT ET VIADENE Landfill cap - Rainfall drainage SMICTOM D'OLT ET VIADENE BHD ENVIRONNEMENT DRAINTUBE 450 FT1 D20 /PE500 81 806 sqft
FRANCE 2011 PIHOURC Landfill cap - Rainfall drainage SIVOM ST GAUDENS BEC FAYAT GROUP DRAINTUBE 500 FT1 D25 269 100 sqft
FRANCE 2011 SOLOZARD Landfill cap - Rainfall drainage SYDOM AVEYRON SCTP GETECH DRAINTUBE 450 FT1 D20 333 253 sqft
FRANCE 2011 VILLENUE Landfill cap - Rainfall drainage GEO BTP DRAINTUBE 450 FT1 D20 101 182 sqft
FRANCE 2011 WINTZENBACH Landfill cap - Rainfall drainage SITA EGC GALOPIN DRAINTUBE 500 FT1 D25 215 280 sqft
CANADA 2010 AMOS - QC Landfill cap - Rainfall drainage CITY OF AMOS GENIVAR TEXEL GEOSOL DRAINTUBE 300P FT2 D25 86 112 sqft
CANADA 2010 DISRAELI - QC Landfill cap - Rainfall drainage CITY OF DISRAELI ROCHE TEXEL GEOSOL DRAINTUBE 400P FT1 D25 75 348 sqft
CANADA 2010 MCLEESE LAKE - BC Landfill cap - Rainfall drainage GIBRALTAR MINES SPERLING HANSEN WTL DRAINTUBE 400P FT2 D25 269 100 sqft
2/7 2015-02-03
MAIN PROJECTS REFERENCESLANDFILL APPLICATIONS
Location Date Project Name Function Owner Enginneer Contractor Product Area
CANADA 2010 MURDOCHVILLE - QC Landfill cap - Rainfall drainage CITY OF MURDOCH GENIVAR TEXEL GEOSOL DRAINTUBE 300P FT2 D25 108 716 sqft
CANADA 2010 ST TITE DES CAPS - QC Landfill cap - Gas drainage CITY OF QUEBEC ENVIROCONSEILS TEXEL GEOSOL DRAINTUBE 300P TF1 D25 96 876 sqft
CANADA 2010 ST TITE DES CAPS - QC Landfill cap - Rainfall drainage CITY OF QUEBEC ENVIROCONSEILS TEXEL GEOSOL DRAINTUBE 500P FT2 D25 96 876 sqft
CANADA 2010 STE SOPHIE - QC Landfill cap - Gas drainage WASTE MANAGEMENT GENIVAR TEXEL GEOSOL DRAINTUBE 300P TF1 D20 74 272 sqft
CANADA 2010 STE SOPHIE - QC Landfill cap - Rainfall drainage WASTE MANAGEMENT GENIVAR TEXEL GEOSOL DRAINTUBE 300P FT2 D25 355 212 sqft
FRANCE 2010 ENTRAIGUES Landfill cap - Gas drainage SITA EUROVIA ETANCHEITE DRAINTUBE 500 FT2 D20 461 130 sqft
FRANCE 2010 MABLY Slope stabilisation SITA MOS GEO BTP AFITER 3D 54 896 sqft
FRANCE 2010 STE SUZANNE Landfill - Leachate collection & Mechanical protection on the slopes CIVIS / SITA STAR FLI DRAINTUBE 700 FT1 D16 UV2 VERT Z3 132 397 sqft
FRANCE 2010 FEL Landfill - Leachate collection & Mechanical protection on the slopes SITA FAIRTEC 78 FLI DRAINTUBE 700PP FT1 D16 UV2 VERT 32 292 sqft
FRANCE 2010 PRUDEMANCHE Landfill - Leachate collection & Mechanical protection at the bottom SITA SITA GEO BTP DRAINTUBE 1200 FT2 D25 32 292 sqft
FRANCE 2010 VILLENEUVE SUR VERBERIE Landfill - Leachate collection & Mechanical protection at the bottom SITA SITA EUROVIA BOURGOGNE DRAINTUBE 1200 FT2 D25 38 750 sqft
FRANCE 2010 PRUDEMANCHE Landfill - Leachate collection & Mechanical protection on the slopes SITA SITA GEO BTP DRAINTUBE 700R FT1 D16 UV2 VERT 27 986 sqft
FRANCE 2010 LIANCOURT Landfill - Leachate collection & Mechanical protection at the bottom SITA GEO BTP DRAINTUBE 900 FT2 D25 88 265 sqft
FRANCE 2010 MALLEVILLE SUR LE BEC Landfill - Leachate collection & Mechanical protection at the bottom SDOMODE FLI DRAINTUBE 1000 FT1 D25 86 112 sqft
FRANCE 2010 HASPARREN Landfill - Leachate collection & Mechanical protection on the slopes SITA FLI DRAINTUBE 700R FT1 D16 UV2 VERT 43 056 sqft
FRANCE 2010 LA BUTTE BELLOT Landfill - Leachate collection & Mechanical protection on the slopes SITA GEO BTP DRAINTUBE 700R FT1 D16 UV2 VERT 34 445 sqft
FRANCE 2010 L'ALBIE MONFLANQUIN Landfill - Leachate collection & Mechanical protection on the slopes DDA 47 BEC FAYAT GROUP DRAINTUBE 700R FT1 D16 55 112 sqft
FRANCE 2010 LE MENTHAURE LA CIOTAT Landfill - Leachate collection & Mechanical protection on the slopes BEC FAYAT GROUP DRAINTUBE 650 FT1 D16 UV3 VERT 68 890 sqft
FRANCE 2010 LES LAURIERS Landfill - Leachate collection & Mechanical protection on the slopes BEC FAYAT GROUP DRAINTUBE 650 FT1 D16 UV3 VERT 111 946 sqft
FRANCE 2010 LIANCOURT Landfill - Leachate collection & Mechanical protection on the slopes SITA GEO BTP DRAINTUBE 950PP FT1 D16 UV3 VERT 45 209 sqft
FRANCE 2010 MALLEVILLE SUR LE BEC Landfill - Leachate collection & Mechanical protection on the slopes SDOMODE FLI DRAINTUBE 900 FT0.5 D20 139 932 sqft
FRANCE 2010 MONCORNEIL Landfill - Leachate collection & Mechanical protection on the slopes EUROVIA ETANCHEITE DRAINTUBE 750R FT1 D16 UV3 VERT 79 654 sqft
FRANCE 2010 SOING EN SOLOGNE Landfill - Leachate collection & Mechanical protection on the slopes SADE DRAINTUBE 750R FT1 D16 UV3 VERT 180 835 sqft
FRANCE 2010 VENTAVON Landfill - Leachate collection & Mechanical protection on the slopes SADE DRAINTUBE 700PP FT1 D16 UV2 VERT 118 404 sqft
FRANCE 2010 GIZAY Landfill cap - Rainfall drainage VEOLIA DRAINTUBE 450 FT1 D16 176 530 sqft
FRANCE 2010 L'ALBIE MONFLANQUIN Landfill cap - Rainfall drainage DDA 47 BEC FAYAT GROUP DRAINTUBE 450 FT0.5 D20 90 418 sqft
FRANCE 2010 MABLY Landfill cap - Rainfall drainage SITA GEO BTP DRAINTUBE 450 FTP1 D20 162 752 sqft
SLOVAKIA 2010 US STEEL-KOSICE Landfill cap - Rainfall drainage CHEMIA SERVIS DRAINTUBE 650 FT1 D16 623 881 sqft
SLOVAKIA 2010 VP BANSKA STIAVNICA Landfill cap - Rainfall drainage CHEMIA SERVIS DRAINTUBE 450 FT2 D16 /PE800T 747 022 sqft
SLOVAKIA 2010 VP BANSKA STIAVNICA Landfill cap - Rainfall drainage CHEMIA SERVIS DRAINTUBE 600 FT1 D16 162 752 sqft
CANADA 2009 STE SOPHIE - QC Landfill cap - Rainfall drainage WASTE MANAGEMENT GENIVAR SOLMAX-TEXEL DRAINTUBE 300P FT2 D25 592 020 sqft
FRANCE 2009 SATROD Slope stabilisation SITA GEO BTP AFITER 3D 300 316 sqft
FRANCE 2009 SATROD Slope stabilisation SITA GEO BTP AFITER 3D 11 625 sqft
FRANCE 2009 BUCY ST LIPHARD Landfill - Leachate collection & Mechanical protection at the bottom VEOLIA ANTEA SADE DRAINTUBE 1200 FT2 D25 344 448 sqft
FRANCE 2009 L'ESPERANCE Landfill - Leachate collection & Mechanical protection at the bottom SITA ANTEA FLI DRAINTUBE 1000 FT2 D20 403 004 sqft
FRANCE 2009 BUCY ST LIPHARD Landfill - Leachate collection & Mechanical protection on the slopes VEOLIA ANTEA SADE DRAINTUBE 700R FT1 D16 UV2 VERT 344 448 sqft
FRANCE 2009 L'ESPERANCE Landfill - Leachate collection & Mechanical protection on the slopes SITA ANTEA FLI DRAINTUBE 700 FT1 D16 UV2 VERT 158 683 sqft
FRANCE 2009 CUSSET Landfill - Leachate collection & Mechanical protection at the bottom SITA ARCADIS FLI DRAINTUBE 1200 FT2 D25 71 042 sqft
FRANCE 2009 CUSSET Landfill cap - Rainfall drainage SITA MOS ARCADIS GEO BTP DRAINTUBE 450 FTP1 D20 217 002 sqft
FRANCE 2009 PRECILHON Landfill - Leachate collection & Mechanical protection on the slopes SYNDICAT MIXTE BASSIN EST CACG EUROVIA ETANCHEITE DRAINTUBE 1000PP FT1 D16 UV5 269 100 sqft
FRANCE 2009 PRECILHON Landfill cap - Rainfall drainage SYNDICAT MIXTE BASSIN EST CACG EUROVIA ETANCHEITE DRAINTUBE 600 FT2 D25 159 307 sqft
FRANCE 2009 MALLEVILLE SUR LE BEC Landfill cap - Rainfall drainage SDOMODE INGETEC ANTHRACITE DRAINTUBE 450 FT1 D20 75 348 sqft
FRANCE 2009 LA TIENNE Landfill cap - Rainfall drainage ORGANOM ORGANOM SLEG DRAINTUBE 450 FT1 D20 /PE1000T 258 336 sqft
FRANCE 2009 PRUDEMANCHE Landfill - Leachate collection & Mechanical protection at the bottom SITA SAFEGE GEO BTP DRAINTUBE 1000 FT2 D20 103 334 sqft
FRANCE 2009 PRUDEMANCHE Landfill - Leachate collection & Mechanical protection on the slopes SITA SAFEGE GEO BTP DRAINTUBE 700R FT1 D16 UV2 VERT 178 682 sqft
FRANCE 2009 ANSE CERON Landfill cap - Rainfall drainage SOGREAH GRS VALTECH DRAINTUBE 600 FT1 D20 359 345 sqft
FRANCE 2009 MENDE Landfill cap - Rainfall drainage S.D.E.E.VALDECH GEO BTP DRAINTUBE 450 FT1 D20 86 112 sqft
FRANCE 2009 LES SORBIERS Landfill - Groundwater suppression under GM SMICTOM DES BARRONIES CENTRE EST ETANCHEITE DRAINTUBE 600 FT1 D20 21 528 sqft
FRANCE 2009 BUTTE BELLOT Landfill - Leachate collection & Mechanical protection at the bottom SITA IDF GEO BTP DRAINTUBE 1200 FT2 D25 306 774 sqft
FRANCE 2009 GRANGES Landfill - Leachate collection & Mechanical protection at the bottom VEOLIA EUROVIA BOURGOGNE DRAINTUBE 800 FT2 D25 236 808 sqft
FRANCE 2009 LE BURGAS Landfill - Leachate collection & Mechanical protection at the bottom SYDOM AVEYRON GETECH DRAINTUBE 450 FT1 D20 77 501 sqft
FRANCE 2009 L'ESPERANCE Landfill - Leachate collection & Mechanical protection at the bottom FLI DRAINTUBE 1000 FT2 D20 403 004 sqft
FRANCE 2009 SAINT MAXIMIM Landfill - Leachate collection & Mechanical protection at the bottom SITA IDF GEO BTP DRAINTUBE 1200 FT2 D25 269 100 sqft
FRANCE 2009 BUTTE BELLOT Landfill - Leachate collection & Mechanical protection on the slopes SITA IDF GEO BTP DRAINTUBE 700PP FT1 D16 UV2 VERT 43 056 sqft
FRANCE 2009 PERBOUSIE Landfill - Leachate collection & Mechanical protection on the slopes COMM. D'AGGLO BRYE EUROVIA ETANCHEITE DRAINTUBE 750R FT1 D16 UV3 VERT 188 585 sqft
FRANCE 2009 CURGIES Landfill - Leachate collection & Mechanical protection on the slopes SITA NORD FLI DRAINTUBE 900PP FT1 D16 UV2 VERT 226 044 sqft
FRANCE 2009 DOMQUEUR Landfill - Leachate collection & Mechanical protection on the slopes SITA FLI DRAINTUBE 700PP FT1 D16 UV2 VERT 64 584 sqft
3/7 2015-02-03
MAIN PROJECTS REFERENCESLANDFILL APPLICATIONS
Location Date Project Name Function Owner Enginneer Contractor Product Area
FRANCE 2009 LA CIOTAT Landfill - Leachate collection & Mechanical protection on the slopes BEC FAYAT GROUP DRAINTUBE 650PP FT1 D16 UV3 VERT 107 640 sqft
FRANCE 2009 LES AUCRAIS Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 600PP FT1 D16 UV2 VERT 127 446 sqft
FRANCE 2009 DECHARGE STE SUZANNE Landfill - Leachate collection & Mechanical protection on the slopes AFITEX OCEAN INDIEN DRAINTUBE 700 FT1 D16 UV2 VERT Z3 70 526 sqft
FRANCE 2009 DECHARGE STE SUZANNE Landfill - Leachate collection & Mechanical protection on the slopes FLI DRAINTUBE 700 FT1 D16 UV2 VERT Z3 158 683 sqft
FRANCE 2009 L'ESPERANCE Landfill - Leachate collection & Mechanical protection on the slopes FLI DRAINTUBE 700 FT1 D16 UV2 VERT 158 683 sqft
FRANCE 2009 LEWARDE Landfill - Leachate collection & Mechanical protection on the slopes SITA NORD FLI DRAINTUBE 900PP FT1 D16 UV2 VERT 215 280 sqft
FRANCE 2009 MONTCORNEIL Landfill - Leachate collection & Mechanical protection on the slopes EUROVIA ETANCHEITE DRAINTUBE 700R FT1 D16 UV3 VERT 40 903 sqft
FRANCE 2009 PUYLONG Landfill - Leachate collection & Mechanical protection on the slopes VEOLIA PROPRETE EUROVIA ETANCHEITE DRAINTUBE 900PP FT1 D16 75 348 sqft
FRANCE 2009 BENAC Landfill cap - Rainfall drainage SOVAL SADE DRAINTUBE 450 FT0.5 D20 47 362 sqft
SPAIN 2009 BALSA LA CALVILLA Landfill cap - Rainfall drainage CELESUR DRAINTUBE 450 FT1 D16 77 501 sqft
FRANCE 2009 BENAC Landfill cap - Rainfall drainage SOVAL SADE DRAINTUBE 450 FT0.5 D20 47 362 sqft
FRANCE 2009 GIZAY Landfill cap - Rainfall drainage VEOLIA SADE DRAINTUBE 450 FT1 D16 43 056 sqft
FRANCE 2009 GIZAY Landfill cap - Rainfall drainage VEOLIA SADE DRAINTUBE 450 FT1 D16 43 056 sqft
FRANCE 2009 LA FERMETE Landfill cap - Rainfall drainage VEOLIA SADE DRAINTUBE 600PP FT1 D16 45 209 sqft
FRANCE 2009 LAMBERT Landfill cap - Rainfall drainage SITA SUD ECOTEP DRAINTUBE 450 FT1 D20 /PE1000T 94 723 sqft
FRANCE 2009 LAPOUYADE Landfill cap - Rainfall drainage VEOLIA SADE/EUROVIA DRAINTUBE 450 FT0.5 D16 258 336 sqft
FRANCE 2009 MABLY Landfill cap - Rainfall drainage SITA MOS GEO BTP DRAINTUBE 450 FT1 D20 163 613 sqft
FRANCE 2009 MABLY Landfill cap - Rainfall drainage SITA MOS GEO BTP DRAINTUBE 450 FTP1 D20 328 517 sqft
FRANCE 2009 P SOLOZARD Landfill cap - Rainfall drainage SYDOM AVEYRON SCTP / GETECH DRAINTUBE 450 FT1 D20 /PE1000T 49 514 sqft
FRANCE 2009 PAGNY Landfill cap - Rainfall drainage SITA FD FLI DRAINTUBE 450 FT1 D20 /PE500 90 848 sqft
FRANCE 2009 PANSE CERON Landfill cap - Rainfall drainage STE LUCE GRS VALTECH DRAINTUBE 600 FT1 D20 359 345 sqft
FRANCE 2009 PUYLONG Landfill cap - Rainfall drainage VEOLIA RENON SAS DRAINTUBE 450 FTP1 D20 260 489 sqft
SPAIN 2009 PINTO Landfill cap - Rainfall drainage CELESUR DRAINTUBE 450 FT1 D16 310 003 sqft
FRANCE 2009 SATOLAS Landfill cap - Rainfall drainage SITA GEO BTP DRAINTUBE 450 FTP1 D20 406 879 sqft
FRANCE 2009 SATROD - FIRMINY Landfill cap - Rainfall drainage SITA MOS EUROVIA ETANCHEITE DRAINTUBE 450 FTP1 D20 925 704 sqft
FRANCE 2009 ST PARDOUX Landfill cap - Rainfall drainage SITA POULAIN DRAINTUBE 450 FTP2 D20 118 404 sqft
FRANCE 2009 ST PARDOUX Landfill cap - Rainfall drainage SITA POULAIN DRAINTUBE 450 FTP2 D20 118 404 sqft
FRANCE 2009 VILLEFRANCHE DE ROUERGUE Landfill cap - Rainfall drainage SYDOM AVEYRON DRAINTUBE 450 FT1 D20 /PE1000T 49 514 sqft
SLOVAKIA 2009 U.S STEEL KOSICE Landfill cap - Rainfall drainage CHEMIA SERVIS DRAINTUBE 650 FT1 D20 613 548 sqft
FRANCE 2008 VIGGIANELLO Landfill - Leachate collection & Mechanical protection at the bottom SYVADEC ALPE INGE BEC FAYAT GROUP DRAINTUBE 1200 FT2 D20 193 752 sqft
FRANCE 2008 LA TROMPEUSE Landfill cap - Rainfall drainage CACEM ANTEA BEC FAYAT GROUP DRAINTUBE 600PP FT2 D16 1 017 166 sqft
FRANCE 2008 PRALONG - EMBRUN Landfill - Groundwater suppression under GM ARCADIS EUROVIA ETANCHEITE DRAINTUBE 600 FT1 D20 60 278 sqft
FRANCE 2008 SAINT BRES Landfill cap - Rainfall drainage SITA SUD ARCADIS EUROVIA ETANCHEITE DRAINTUBE 450 FT1 D20 /PE800T 430 560 sqft
FRANCE 2008 BRAMETOT Landfill - Leachate collection & Mechanical protection on the slopes SAFEGE ANTHRACITE DRAINTUBE 700R FT1 D20 UV2 VERT 61 570 sqft
FRANCE 2008 MONTECH Landfill - Groundwater suppression under GM SECHE SOLMERS CAZAL TP DRAINTUBE 450 FT2 D20 86 112 sqft
FRANCE 2008 PUY LONG Landfill - Leachate collection & Mechanical protection on the slopes VEOLIA - 63 EUROVIA ETANCHEITE DRAINTUBE 900PP FT1 D16 129 168 sqft
FRANCE 2008 LIBREVILLE GABON Landfill - Groundwater suppression under GM DRAINTUBE 500 FT1 D20 173 376 sqft
FRANCE 2008 PCUK WINTZENHEIM Landfill - Groundwater suppression under GM ADEME - 67 EGC GALOPIN DRAINTUBE 600 FT1 D20 88 265 sqft
FRANCE 2008 LIANCOURT Landfill - Leachate collection & Mechanical protection at the bottom SITA FD FLI DRAINTUBE 900 FT2 D20 103 334 sqft
FRANCE 2008 ARGENCES Landfill - Leachate collection & Mechanical protection on the slopes VEOLIA CAEN CENTRE EST ETANCHEITE DRAINTUBE 800PP FT1 D20 UV4 NOIR 75 348 sqft
FRANCE 2008 ATTAINVILLE Landfill - Leachate collection & Mechanical protection on the slopes BEC FAYAT GROUP DRAINTUBE 800PP FT0.5 D16 UV4 96 876 sqft
FRANCE 2008 BOIS DE L'OBLIGEOIS Landfill - Leachate collection & Mechanical protection on the slopes SITA ATG DRAINTUBE 700PP FT1 D16 UV2 NOIR 77 931 sqft
FRANCE 2008 BREUIL EN VEXIN Landfill - Leachate collection & Mechanical protection on the slopes SITA IDF ATG / SOTRAP DRAINTUBE 700PP FT1 D16 UV2 96 876 sqft
FRANCE 2008 BREUIL EN VEXIN Landfill - Leachate collection & Mechanical protection on the slopes SITA IDF ATG / SOTRAP DRAINTUBE 750PP FT1 D16 UV3 131 321 sqft
FRANCE 2008 LIANCOURT Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 700PP FT1 D16 UV2 83 959 sqft
FRANCE 2008 ISIGNY LE BUAT Landfill - Leachate collection & Mechanical protection on the slopes SITA NORMANDIE PICARDIE FLI DRAINTUBE 700PP FT0.5 D16 UV2 90 418 sqft
FRANCE 2008 LA BUTTE BELLOT Landfill - Leachate collection & Mechanical protection on the slopes SITA ATG DRAINTUBE 700PP FT1 D16 UV2 NOIR 58 126 sqft
FRANCE 2008 LA FARE LES OLIVIERS Landfill - Leachate collection & Mechanical protection on the slopes BEC FAYAT GROUP DRAINTUBE 600 FT1 D16 UV2 NOIR 68 890 sqft
FRANCE 2008 LA FARE LES OLIVIERS Landfill - Leachate collection & Mechanical protection on the slopes BEC FAYAT GROUP DRAINTUBE 600 FT1 D16 UV3 NOIR 47 362 sqft
FRANCE 2008 LAURIERS BAGNOLES EN FORET Landfill - Leachate collection & Mechanical protection on the slopes BEC FAYAT GROUP DRAINTUBE 600 FT1 D16 UV3 NOIR 225 183 sqft
FRANCE 2008 SERRAIRES VALENSOLE Landfill - Leachate collection & Mechanical protection on the slopes CENTRE EST ETANCHEITE DRAINTUBE 600 FT1 D16 UV2 VERT Z1 68 890 sqft
FRANCE 2008 ST SORLIN EN VALOIRE Landfill - Leachate collection & Mechanical protection on the slopes EUROVIA ETANCHEITE DRAINTUBE 1000PP FT1 D16 UV5 94 723 sqft
FRANCE 2008 BAILLEUL SUR THERAIN Landfill cap - Rainfall drainage VEOLIA PROPRETE GEO BTP DRAINTUBE 450 FTP2 D20 161 460 sqft
FRANCE 2008 DECHARGE STE SUZANNE Landfill cap - Rainfall drainage AFITEX OCEAN INDIEN DRAINTUBE 450 FTP D20 270 768 sqft
FRANCE 2008 DIEMOZ Landfill cap - Rainfall drainage EUROVIA ETANCHEITE DRAINTUBE 450 FT1 D20 484 380 sqft
FRANCE 2008 HOCHFELDEN Landfill cap - Rainfall drainage SITA ALSACE FLI DRAINTUBE 450 FT1 D20 914 940 sqft
FRANCE 2008 LAPOUYADE Landfill cap - Rainfall drainage VEOLIA SUD OUEST MOTER DRAINTUBE 450 FT1 D20 652 837 sqft
4/7 2015-02-03
MAIN PROJECTS REFERENCESLANDFILL APPLICATIONS
Location Date Project Name Function Owner Enginneer Contractor Product Area
FRANCE 2008 MALLEVILLE SUR LE BEC Landfill cap - Rainfall drainage FLI DRAINTUBE 450 FT0.5 D20 129 168 sqft
FRANCE 2008 MONTOIS LA MONTAGNE Landfill cap - Rainfall drainage SITA LORRAINE FLI DRAINTUBE 500 FT1 D25 699 660 sqft
FRANCE 2008 PINTO MADRID Landfill cap - Rainfall drainage CELESUR DRAINTUBE 450 FT1 D20 762 091 sqft
FRANCE 2008 PINTO MADRID Landfill cap - Rainfall drainage CELESUR DRAINTUBE 450 FT1 D20 2 863 224 sqft
FRANCE 2008 PRUDEMANCHE Landfill cap - Rainfall drainage SITA CENTRE OUEST GEO BTP DRAINTUBE 450 FT1 D20 142 085 sqft
ITALY 2008 VERGIATE Landfill cap - Rainfall drainage NORD SCAVI DRAINTUBE 600R FT1 D20 645 840 sqft
FRANCE 2007 VEZINS DE LEVEZOU Landfill cap - Gas drainage BEC FAYAT GROUP DRAINTUBE 500 FT2 D20 131 547 sqft
FRANCE 2007 BORDEZAC Landfill cap - Rainfall drainage GEO BTP DRAINTUBE 450 FT1 D20 86 112 sqft
FRANCE 2007 ST AOUSTRILLE Landfill cap - Rainfall drainage C COM PAYS ISSOUDUN ANTEA ATG DRAINTUBE 450 FTP1 D20 53 820 sqft
FRANCE 2007 SAINT BRES Landfill cap - Rainfall drainage SITA SUD ARCADIS EUROVIA Etanchéité DRAINTUBE 450 FT1 D20 /PE800T 387 504 sqft
FRANCE 2007 VILLEVEYRAC Landfill cap - Rainfall drainage CSD AZUR CAZAL TP DRAINTUBE 450 FT2 D20 355 643 sqft
FRANCE 2007 ECOPARC DE MERCEY Landfill - Leachate collection & Mechanical protection on the slopes SEDOM FAIRTEC ATG DRAINTUBE 900 PP FT0.5 D20 UV1 NOIR 592 020 sqft
FRANCE 2007 LA FERMETE Landfill cap - Rainfall drainage SEBA MEDITERRANEE SADE AGENCE MARSEILLE GRS Valtech DRAINTUBE 600PP FT1 D16 135 626 sqft
FRANCE 2007 BURGAS Landfill - Leachate collection & Mechanical protection at the bottom COVED GETECH DRAINTUBE 600 FT1 D20 64 584 sqft
FRANCE 2007 DUCHY Landfill - Leachate collection & Mechanical protection at the bottom GEO BTP DRAINTUBE 450 FT1 D20 99 029 sqft
FRANCE 2007 ST LAURENT DES HOMMES Landfill - Leachate collection & Mechanical protection at the bottom BEC FAYAT GROUP DRAINTUBE 700 FT1 D20 51 667 sqft
MAROCO 2007 KENITRA Landfill - Leachate collection & Mechanical protection at the bottom SOS NDD GEO BTP DRAINTUBE 450 FT 589 351 sqft
FRANCE 2007 CHAMPTEUSSE SUR BACONNE Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 600PP FT1 D16 UV2 VERT 38 750 sqft
FRANCE 2007 DANNES Landfill - Leachate collection & Mechanical protection on the slopes SITA NORD SOTRAP DRAINTUBE 600PP FT0.5 D16 UV2 NOIR 17 222 sqft
FRANCE 2007 GUITRANCOURT Landfill - Leachate collection & Mechanical protection on the slopes SITA FLI DRAINTUBE 500 FT1 D16 UV2 NOIR 68 890 sqft
FRANCE 2007 HASPARREN Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 600PP FT1 D16 UV2 VERT 96 876 sqft
FRANCE 2007 HASPARREN Landfill - Leachate collection & Mechanical protection on the slopes FLI DRAINTUBE 600PP FT1 D16 UV2 VERT 64 584 sqft
FRANCE 2007 HERSIN-COUPIGNY Landfill - Leachate collection & Mechanical protection on the slopes FLI DRAINTUBE 600PP FT1 D16 UV2 VERT 138 856 sqft
FRANCE 2007 LA BUTTE BELLOT Landfill - Leachate collection & Mechanical protection on the slopes SOTRAP DRAINTUBE 700PP FT1 D16 UV2 VERT 260 919 sqft
FRANCE 2007 LA FARE LES OLIVIERS Landfill - Leachate collection & Mechanical protection on the slopes BEC FAYAT GROUP DRAINTUBE 600 FT1 D16 UV3 NOIR 129 168 sqft
FRANCE 2007 LA FARE LES OLIVIERS Landfill - Leachate collection & Mechanical protection on the slopes BEC FAYAT GROUP DRAINTUBE 600PP FT1 D16 UV2 NOIR 118 404 sqft
FRANCE 2007 MONTEREAU Landfill - Leachate collection & Mechanical protection on the slopes SITA CENTRE OUEST GEO BTP DRAINTUBE 600PP FT1 D16 UV2 NOIR 215 280 sqft
FRANCE 2007 ST SORLIN EN VALLOIRE Landfill - Leachate collection & Mechanical protection on the slopes EUROVIA Etanchéité DRAINTUBE 700PP FT1 D16 UV2 NOIR 51 667 sqft
FRANCE 2007 VILLEPARISIS Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 700PP FT1 D16 UV2 VERT 430 560 sqft
FRANCE 2007 ASCOMETAL Landfill cap - Rainfall drainage SOTRAP DRAINTUBE 450 FT1 D20 209 252 sqft
FRANCE 2007 CLERMONT L'HERAULT Landfill cap - Rainfall drainage BEC FAYAT GROUP DRAINTUBE 450 FT1 D20 51 667 sqft
FRANCE 2007 DOMERAT Landfill cap - Rainfall drainage SICTOM NGE DRAINTUBE 450 FT1 D20 126 585 sqft
FRANCE 2007 ENTRAIGUES SUR LA SORGUE Landfill cap - Rainfall drainage SITA SUD BEC FAYAT GROUP DRAINTUBE 500 FT1 D20 163 613 sqft
FRANCE 2007 LA TROMPEUSE Landfill cap - Rainfall drainage CCNM ANTEA BEC FAYAT GROUP DRAINTUBE 600PP FT2 D16 1 076 400 sqft
FRANCE 2007 STE SUZANNE Landfill - Leachate collection & Mechanical protection on the slopes AFITEX OCEAN INDIEN DRAINTUBE 700 FT1 D16 UV2 VERT Z3 317 366 sqft
FRANCE 2007 SIDI RACHED (TIPAZA)Landfill - Leachate collection & Mechanical protection on the slopes DWE TIPAZA GENERAL ENVIRONNEMENT AFITEX ALGERIE DRAINTUBE 700 FT1 D16 UV2 VERT Z3 215 280 sqft
FRANCE 2007 MABLY Landfill cap - Rainfall drainage SITA MOS GEO BTP DRAINTUBE 450 FT1 D20 /PE800T 271 253 sqft
FRANCE 2007 MABLY Landfill cap - Rainfall drainage SITA MOS GEO BTP DRAINTUBE 450 FT1 D20 745 730 sqft
FRANCE 2007 MABLY Landfill cap - Rainfall drainage SITA MOS GEO BTP DRAINTUBE 450 FTP2 D20 359 518 sqft
FRANCE 2007 MALLEVILLE SUR LE BEC Landfill cap - Rainfall drainage SIDOM DU ROUVROIS ATG DRAINTUBE 450 FT0.5 D20 81 376 sqft
FRANCE 2007 PORT ST GUENOLE Landfill cap - Rainfall drainage FLI DRAINTUBE 600 FT2 D20 103 334 sqft
FRANCE 2007 SAINT PARDOUX Landfill cap - Rainfall drainage SITA GEO BTP DRAINTUBE 450 FTP1 D20 48 438 sqft
FRANCE 2007 SATOLAS Landfill cap - Rainfall drainage SITA MOS GEO BTP DRAINTUBE 450 FTP2 D20 372 434 sqft
FRANCE 2007 ST MICHEL CHEF CHEF Landfill cap - Rainfall drainage ATG DRAINTUBE 450 FT2 D20 198 919 sqft
FRANCE 2007 VEZINS DE LEVEZOU Landfill cap - Rainfall drainage BEC FAYAT GROUP DRAINTUBE 500 FT2 D20 131 547 sqft
FRANCE 2006 LA TIENNE Landfill cap - Gas drainage SLEG DRAINTUBE 450 FT1 D20 /PE500 269 100 sqft
FRANCE 2006 ROCHECHOUART Landfill cap - Gas drainage ONYX SETRAD AES DRAINTUBE 500 FT1 D20 88 265 sqft
FRANCE 2006 SAINT ELOY LES MINES Landfill - Leachate collection & Mechanical protection at the bottom ONYX ANTEA BEC FAYAT GROUP DRAINTUBE 800 FT2 D20 75 348 sqft
FRANCE 2006 ESPIRA DE L'AGLY Landfill cap - Rainfall drainage ONYX ARCADIS GETECH DRAINTUBE 450 FT2 D20 150 696 sqft
FRANCE 2006 BUTTE BELLOT Landfill - Leachate collection & Mechanical protection on the slopes SITA IDF COYNE ET BELLIER EUROVIA BOURGOGNE DRAINTUBE 700PP FT1 D16 UV2 VERT 53 820 sqft
FRANCE 2006 MONTFLANQUIN Landfill - Leachate collection & Mechanical protection on the slopes DDA 47 FUGRO GEOTECHNIQUE SOTRAP DRAINTUBE 600PP FT1 D16 UV2 NOIR 161 460 sqft
FRANCE 2006 LAUZIERES Landfill cap - Rainfall drainage ONYX CROZEL TP DRAINTUBE 450 FT1 D20 592 020 sqft
FRANCE 2006 LEGE CAP FERRET Landfill cap - Rainfall drainage C.C BASSIN ARCACHON SCETAUROUTE EUGETECH DRAINTUBE 500PP FT1 D16 193 752 sqft
FRANCE 2006 CONSTANTINE Landfill - Leachate collection & Mechanical protection on the slopes DWE CONSTANTINE AFITEX ALGERIE DRAINTUBE 700 FT1 D16 UV2 VERT Z3 129 168 sqft
FRANCE 2006 MINES DE SALSIGNE Landfill cap - Rainfall drainage ICF ENVIRONNEMENT SCETAUROUTE BEC FAYAT GROUP DRAINTUBE 450 FT0.5 D16 1 205 568 sqft
FRANCE 2006 SOIGNOLLES EN BRIE Landfill - Groundwater suppression under GM SITA IDF SEPIA FLI DRAINTUBE 500 FT0.5 D16 161 460 sqft
FRANCE 2006 ARBOIS Landfill - Groundwater suppression under GM C.C PAYS AIX SOGREAH EUROVIA & BEC DRAINTUBE 500PP FT1 D16 355 212 sqft
5/7 2015-02-03
MAIN PROJECTS REFERENCESLANDFILL APPLICATIONS
Location Date Project Name Function Owner Enginneer Contractor Product Area
FRANCE 2006 ARBOIS Landfill - Leachate collection & Mechanical protection at the bottom C.C PAYS AIX SOGREAH EUROVIA & BEC DRAINTUBE 700 FT1 D20 645 840 sqft
FRANCE 2006 VILLERS SIRE NICOLE Landfill - Leachate collection & Mechanical protection on the slopes SITA NORD TRACTEBEL SOTRAP DRAINTUBE 600PP FT1 D16 UV2 NOIR 102 258 sqft
FRANCE 2006 VILLERS SIRE NICOLE Landfill cap - Rainfall drainage SITA NORD TRACTEBEL SOTRAP DRAINTUBE 500 FT1 D20 189 446 sqft
FRANCE 2006 HERSIN COUPIGNY Landfill - Groundwater suppression under GM SITA FD FLI DRAINTUBE 450 FT1 D20 64 584 sqft
FRANCE 2006 BURGAS Landfill - Leachate collection & Mechanical protection at the bottom COVED GETECH DRAINTUBE 600 FT1 D20 38 750 sqft
FRANCE 2006 BAILLEUL SUR THERAIN Landfill - Leachate collection & Mechanical protection on the slopes VEOLIA PROPRETE GEO BTP DRAINTUBE 1000PP FT1 D20 UV4 107 640 sqft
FRANCE 2006 CHAMPTEUSSE SUR BACONNE Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 600PP FT1 D16 UV2 VERT 64 584 sqft
FRANCE 2006 COLONARD CORUBERT Landfill - Leachate collection & Mechanical protection on the slopes SNN FLI DRAINTUBE 600PP FT1 D16 UV2 VERT 32 292 sqft
FRANCE 2006 DANNES Landfill - Leachate collection & Mechanical protection on the slopes SITA NORD SOTRAP DRAINTUBE 600PP FT0.5 D16 UV2 64 584 sqft
FRANCE 2006 HERSIN COUPIGNY Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 600PP FT1 D16 UV2 VERT 86 112 sqft
FRANCE 2006 MONTREUIL SUR BARSE Landfill - Leachate collection & Mechanical protection on the slopes VEOLIA PROPRETE GRS VALTECH DRAINTUBE 600PP FT1 D16 UV2 VERT 43 056 sqft
FRANCE 2006 ARCONNAY Landfill cap - Rainfall drainage SITA NORMANDIE PICARDIE FLI DRAINTUBE 450 FT1 D20 /PE1000 161 460 sqft
FRANCE 2006 GIZAY Landfill cap - Rainfall drainage ONYX SETRAD GEO BTP DRAINTUBE 450 FT1 D16 129 168 sqft
FRANCE 2006 MALLEVILLE SUR LE BEC Landfill cap - Rainfall drainage ATG GRILTEX DRAINTUBE 450 FT0.5 D20 96 876 sqft
FRANCE 2006 PRUDEMANCHE Landfill cap - Rainfall drainage SITA CENTRE OUEST GEO BTP DRAINTUBE 450 FT1 D20 /PE1000 43 056 sqft
SPAIN 2006 PINTO Landfill cap - Rainfall drainage CELESUR DRAINTUBE 450 FT1 D16 96 876 sqft
FRANCE 2006 REAUP Landfill cap - Rainfall drainage DDA 47 GETECH DRAINTUBE 450 FTP1 D20 38 750 sqft
FRANCE 2006 ROCHECHOUART Landfill cap - Rainfall drainage ONYX SETRAD AES DRAINTUBE 500PP FT1 D20 88 265 sqft
FRANCE 2006 SAINT PARDOUX Landfill cap - Rainfall drainage SITA CENTRE OUEST GEO BTP DRAINTUBE 450 FTP1 D20 645 840 sqft
EGYPT 2005 MONTAZAH Landfill cap - Gas drainage ONYX CHEMONICS EGYPT ONYX ALEXANDRIE DRAINTUBE 450 FT0.5 D16 850 356 sqft
FRANCE 2005 OULAD FAYET Landfill cap - Gas drainage DWE ALGER AFITEX ALGERIE DRAINTUBE 450 FT1 D20 322 920 sqft
FRANCE 2005 DOMERAT Landfill cap - Rainfall drainage SICTOM ANTEA ATG GRILTEX DRAINTUBE 450 FT0.5 D20 242 190 sqft
FRANCE 2005 BRUEIL-EN-VEXIN Landfill - Leachate collection & Mechanical protection on the slopes SITA IDF COYNE ET BELLIER EUROVIA BOURGOGNE DRAINTUBE 700PP FT1 D16 UV2 VERT 290 628 sqft
EGYPT 2005 MONTAZAH Landfill cap - Rainfall drainage ONYX CHEMONICS EGYPT ONYX ALEXANDRIE DRAINTUBE 450 FT1 D16 559 728 sqft
FRANCE 2005 VALLEROIS LORIOZ Landfill cap - Rainfall drainage C.C. du CHANOIS CSD AZUR SACER SOMTUBE 750 FTF4 D20 32 292 sqft
FRANCE 2005 ST MICHEL CHEF CHEF Landfill cap - Rainfall drainage D.D.E ATG GRILTEX DRAINTUBE 450 FT2 D20 678 132 sqft
FRANCE 2005 ENTRAIGUES Landfill cap - Rainfall drainage SITA SUD FAIRTEC ECO TEP DRAINTUBE 500PP FT2 D20 301 392 sqft
FRANCE 2005 LEWARDE Landfill cap - Rainfall drainage SITA NORD FAIRTEC SOTRAP DRAINTUBE 450 FT1 D20 /PE800 86 112 sqft
FRANCE 2005 SAINT-MEDARD-EN-JALLES Landfill cap - Rainfall drainage SANITRA FAIRTEC FILLON ETANCHEITE DRAINTUBE 450 FT1 D20 107 640 sqft
FRANCE 2005 LAUZIERES Landfill cap - Rainfall drainage ONYX CROZEL TP DRAINTUBE 450 FT1 D20 376 740 sqft
FRANCE 2005 VILLEVEYRAC Landfill - Leachate collection & Mechanical protection at the bottom C.C.PROJETEC SUD ATG GRILTEX DRAINTUBE 700 FT2 D20 118 404 sqft
FRANCE 2005 SAINT-SORLIN-EN VALLOIRE Landfill - Leachate collection & Mechanical protection on the slopes C.C.SAFEGE LandfillIRONNEMENT BEC FAYAT GROUP DRAINTUBE 700PP FT1 D16 UV2 NOIR 47 362 sqft
FRANCE 2005 ETARES Landfill cap - Rainfall drainage PORT AUTONOME DU HAVRE SAUNIER TECHNA ATG GRILTEX DRAINTUBE 450 FT1 D20 /PE500 365 976 sqft
FRANCE 2005 LA CRAU Landfill - Leachate collection & Mechanical protection on the slopes C.U.M.P.P SCETAUROUTE ATG GRILTEX DRAINTUBE 550 FT0.5 D20 731 952 sqft
FRANCE 2005 ANSE CERON Landfill cap - Rainfall drainage C.C Sud Martinique SOGREAH BEC FAYAT GROUP DRAINTUBE 450 FT2 D16 925 704 sqft
FRANCE 2005 VERRIERES LE BUISSON Landfill cap - Rainfall drainage VERRIERES LE BUISSON SOLER LandfillIRONNEMENT EMULITH DRAINTUBE 450 FT1 D20 /PE500 88 265 sqft
FRANCE 2005 DECHARGE STE SUZANNE Landfill - Leachate collection & Mechanical protection on the slopes AFITEX OCEAN INDIEN DRAINTUBE 650 FT1 D16 UV3 VERT 215 560 sqft
FRANCE 2005 ATTAINVILLE Landfill - Groundwater suppression under GM C.C.BEC FAYAT GROUP DRAINTUBE 500 FT1 D20 161 460 sqft
FRANCE 2005 ATTAINVILLE Landfill - Leachate collection & Mechanical protection on the slopes C.C.BEC FAYAT GROUP DRAINTUBE 900 FT1 D16 UV4 NOIR 129 168 sqft
FRANCE 2005 CHAMPTEUSSE SUR BACONNE Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 600PP FT1 D16 UV2 VERT 118 404 sqft
FRANCE 2005 FEL Landfill - Leachate collection & Mechanical protection on the slopes SITA NORMANDIE PICARDIE FLI DRAINTUBE 700PP FT1 D16 UV2 VERT 86 112 sqft
FRANCE 2005 HASPARREN Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 600PP FT1 D16 UV2 VERT 86 112 sqft
FRANCE 2005 HERSIN COUPIGNY Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 600PP FT1 D16 UV2 VERT 86 112 sqft
FRANCE 2005 LIANCOURT Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 700PP FT1 D16 UV3 VERT 86 112 sqft
FRANCE 2005 MONTREUIL SUR BARSE Landfill - Leachate collection & Mechanical protection on the slopes ONYX VALEST AES DRAINTUBE 600PP FT1 D16 UV2 VERT 86 112 sqft
FRANCE 2005 VAIVRE Landfill cap - Rainfall drainage SITA CENTRE EST CDP ETANCHEITE DRAINTUBE 450 FT1 D20 /PE800 538 200 sqft
FRANCE 2004 LA BUTTE BELLOT Landfill - Leachate collection & Mechanical protection on the slopes SITA IDF COYNE ET BELLIER FLI DRAINTUBE 700PP FT1 D16 UV2 VERT 150 696 sqft
FRANCE 2004 SATOLAS Landfill cap - Rainfall drainage SITA MOS FAIRTEC GEO BTP DRAINTUBE 450 FT1 D20 /PE500 753 480 sqft
FRANCE 2004 LAUZIERES Landfill cap - Rainfall drainage ONYX CROZEL TP DRAINTUBE 450 FT1 D20 269 100 sqft
FRANCE 2004 MONTCORNEIL Landfill - Leachate collection & Mechanical protection on the slopes SOGREAH ATG GRILTEX DRAINTUBE 600PP FT1 D16 UV2 VERT 80 730 sqft
FRANCE 2004 VILLEPARISIS Landfill - Leachate collection & Mechanical protection at the bottom SITA FD FLI DRAINTUBE 700 FT2 D20 75 348 sqft
FRANCE 2004 VILLEPARISIS Landfill - Leachate collection & Mechanical protection on the slopes SITA FD FLI DRAINTUBE 700PP FT1 D16 UV2 VERT 129 168 sqft
FRANCE 2004 LA POUILLADE Landfill cap - Rainfall drainage ONYX AQUITAINE MOTER DRAINTUBE 450 FT1 D20 581 256 sqft
FRANCE 2004 REAUP LISSE Landfill cap - Rainfall drainage DRAINTUBE FT 269 100 sqft
SPAIN 2004 PINTO Landfill cap - Rainfall drainage CELESUR DRAINTUBE 450 FT1 D16 376 740 sqft
FRANCE 2003 BONDUELLE Landfill - Groundwater suppression under GM DRAINTUBE FT 193 752 sqft
FRANCE 2003 LAVAUR Landfill - Groundwater suppression under GM DRAINTUBE FT 86 112 sqft
6/7 2015-02-03
MAIN PROJECTS REFERENCESLANDFILL APPLICATIONS
Location Date Project Name Function Owner Enginneer Contractor Product Area
FRANCE 2003 BILLON Landfill - Leachate collection & Mechanical protection at the bottom DRAINTUBE FT 32 292 sqft
FRANCE 2003 COLMAR Landfill cap - Rainfall drainage DRAINTUBE FT 53 820 sqft
FRANCE 2003 FOS SUR MER Landfill cap - Rainfall drainage DRAINTUBE 1000 FT D20 86 112 sqft
BELGIUM 2003 ERPION Landfill cap - Rainfall drainage SOMTUBE FTF 118 404 sqft
FRANCE 2002 MONTECH Landfill cap - Gas drainage SECHE ENVIRONNEMENT DRAINTUBE FT 129 168 sqft
FRANCE 2001 LAUZIERES Landfill cap - Rainfall drainage ONYX CROZEL TP SOMTUBE FTF 538 200 sqft
FRANCE 2001 DOMERAT Landfill - Leachate collection & Mechanical protection on the slopes SICTOM ATG GRILTEX DRAINTUBE FT1 D16 UV2 NOIR 53 820 sqft
FRANCE 2001 MONTAUTY Landfill cap - Rainfall drainage DRAINTUBE FT 107 640 sqft
UK 2001 STONE CASTLE Landfill cap - Gas drainage GT DRAINTUBE 450 FT0.5 D20 301 392 sqft
UK 2001 STONE CASTLE Landfill cap - Rainfall drainage GT DRAINTUBE 450 FT1 D20 322 920 sqft
BELGIUM 1997 TESSENDERLO Landfill cap - Gas drainage DRAINTUBE FT 322 920 sqft
BELGIUM 1995 MARBAIS Landfill cap - Gas drainage DRAINTUBE FT 376 740 sqft
BELGIUM 1995 HELLERY Landfill cap - Rainfall drainage DRAINTUBE FT 430 560 sqft
BELGIUM 1997 TESSENDERLO Landfill cap - Rainfall drainage DRAINTUBE FT 322 920 sqft
7/7 2015-02-03

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DRAINTUBE™

Installation Guidelines
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DATE:11/22/2014
DRAINTUBETM

Liquid and LFG collection
AFITEX-TEXEL Geosynthetics Inc.
485, rue des Érables
Saint-Elzéar-de-Beauce (Québec)
Canada G0S 2J0

Liquid and LFG collection Page 2/11

Synopsis

GENERAL DESCRIPTION AND REQUIREMENTS ......................................................................................................... 3
1 HANDLING AND STORAGE .............................................................................................................................. 3
2 INSTALLATION ................................................................................................................................................ 3
2.1 DRAINTUBE™ DESCRIPTION ................................................................................................................... 3
2.2 PUTTING INTO PLACE ............................................................................................................................... 4
2.3 TRANSVERSE CONNECTIONS (AT THE END OF A ROLL) ..................................................................................... 5
2.4 SIDE BY SIDE CONNECTIONS ...................................................................................................................... 6
3 CONNECTIONS AT THE END OF DRAINAGE ..................................................................................................... 6
3.1 CONNECTION TO LIQUID INTERCEPTOR DRAINS ............................................................................................. 7
3.2 CONNECTION TO DITCHES ......................................................................................................................... 7
3.3 CONNECTION TO GAS INTERCEPTOR DRAINS OR VACUUM ................................................................................ 8
4 REPAIR ........................................................................................................................................................... 9
5 BACKFILL PLACEMENT .................................................................................................................................. 10
TABLE OF FIGURES................................................................................................................................................. 11

Liquid and LFG collection Page 3/11

General Description and Requirements

The product consists of two geotextile layers comprised of short synthetic fibers of 100% polypropylene
or polyester which are needlepunched together. Corrugated polypropylene pipes with two perforations
per valley at 180 degree spacing and rotated 90 degrees per valley are inserted longitudinally between
the geotextile layers during the manufacturing process at uniform intervals. DRAINTUBE™ is
manufactured in Canada.

The specific DRAINTUBE™ product supplied varies depending on the required hydraulic performance for
such conditions as: flow length, slope, permeability, flow volume and maximum hydraulic pressure. The
specifications for each product are shown on specific technical data sheets.

1 HANDLING AND STORAGE

Rolls of DRAINTUBE™ Geocomposite shall be shipped to the jobsite in a manner that will not cause
damage to the rolls. The rolls shall be stored flat on a smooth surface (no wooden pallets) away from
dirt, mud and excessive heat. For more detailed handling and storage information, please refer to ASTM
D4873. The contractor shall handle the rolls so that they are not damaged in any way.

2 INSTALLATION
2.1 DRAINTUBE™ description

DRAINTUBE™ Geocomposite is supplied on rolls 3.98 m (13 ft.) wide (figures 1 & 2).

Figures 1: DRAINTUBE™ Structure
geotextile layers
perforatedpipe

Liquid and LFG collection Page 4/11

Figure 2: DRAINTUBE™ Packaging

2.2 Deploying DRAINTUBE™

DRAINTUBE™ may be unrolled on a base which has been graded and compacted to the required
elevation (figure 3). Insure that the product is properly oriented (figure 4).

Figure 3: Rolls of DRAINTUBE™ Figure 4: DRAINTUBE™ installation

For steep slopes, the geocomposite must be properly anchored. For slopes longer than the length of a
roll, only full length rolls should be used at the top. Overlaps shall be shingled down the slope and/or in
the direction that backfilling will occur.

Protect underlying layers from damage during placement of the geocomposite. Use sandbags or equal
to weigh down the geocomposites prior to backfilling to prevent displacement by the wind.

Liquid and LFG collection Page 5/11

2.3 Transverse Connections (at the end of a roll)

To ensure continuity of flow in the pipe between rolls, transverse joints are used. Pipe joints shall be
made using mechanical connectors or overlaps at the engineers’ discretion. Mechanical connections are
recommended under high compressive loads.

The top layer of the geocomposite is rolled back. The end of the next roll is inserted into these openings
with the pipes placed side by side (figures 5) or mechanically connected (figures 6 & 7). Heat seam, sew,
weld or overlap the geotextiles to complete.

Figures 5: Transverse connections without couplers

Figures 6: Transverse connections with couplers

20 in. overlap
6 in. overlap

Liquid and LFG collection Page 6/11

Figures 7: Mini-pipe connection with couplers

2.4 Side by Side Connections

Side by Side Connections require an overlap of 2 to 4 inches minimum. To avoid displacement (due to
wind, backfilling, etc.), the overlap may be secured with additional overlap or welds (lyster or other heat
welds). The spacing between welds shall be no greater than 6 feet (figures 8). Connection method
requirements shall be at the direction of the engineer. Seams may be sewn.

Figures 8: Side by side connections

overlap 2 to 4 in. min.
(or as specified)
pipe

Liquid and LFG collection Page 7/11

3 TERMINATION
3.1 Connection to liquid interceptor drains

Connection to an interceptor drain requires an overlap of a minimum of 8 inches. (figure 9) and a
geotextile cover.

Figure 9: Connection to liquid interceptor drain

3.2 Termination in a ditch

To terminate in a ditch, DRAINTUBE™ should be unrolled to the edge of the ditch (figure 10).

Figures 10: Termination in a ditch

DRAINTUBE™

Liquid and LFG collection Page 8/11

3.3 Connection to liquid/gas interceptors or vacuum

Connection to an interceptor drain or a vacuum may be made with or without a drainage trench (figures
11 & 12). The connections should be at the direction of the engineer.

Figures 11: Typical cross section for gas interceptor drain connections

Figures 12: Connection to an interceptor drain

DRAINTUBE™ can be connected directly to the collector drain using the Quick Connect™ system (figures
13 & 14). This allows a positive connection of the mini-pipes to the collector drain for vacuum
applications.

Liquid and LFG collection Page 9/11

Figures 13: Quick Connect™ system

Figures 14: Connection to a plain drain with Quick Connect™

4 REPAIR

Prior to covering the deployed geocomposite, each roll shall be inspected for damage. Any rips, tears or
damaged areas on the geocomposite shall be removed and patched.

If a section of pipe is damaged during installation, add a piece of undamaged pipe of the same size next
to the damaged pipe plus a minimum 8 inches extending beyond the damaged section of pipe at each
end (see longitudinal connection).

If the protection geotextile is damaged, install an undamaged piece of the same material under the hole
and extending a minimum of 6 inches beyond the hole to insure that protection of the geomembrane is
maintained. Damaged filter must be replaced by another filter to properly protect the pipe.

If the area to be repaired is more than 50 percent of the width of the panel, the damaged area shall be
cut out and replaced with undamaged material using the connection methods described above.

Liquid and LFG collection Page 10/11

5 BACKFILL PLACEMENT

The geocomposite drainage layer shall be covered with the specified material within 14 days of
deployment. The backfill shall be free of angular stones or other foreign matter which could damage the
geocomposite drainage layer.

Backfill may be placed directly on DRAINTUBE™ (figures 15). Care should be taken to avoid displacement
of the geocomposite. The contractor must maintain a minimum of 12 inches of backfill between
DRAINTUBE™ and the backfill equipment. If approved by the Engineer, light machinery or equipment
may be allowed on the geocomposite. A low ground pressure All-Terrain Vehicle (ATV) that exerts a
maximum load of 6 psi may be used to install DRAINTUBE™. Vehicles, machinery, and equipment shall
be operated to avoid abrupt stops, starts, and/or turns. ATV tires shall be clean and no passengers are
allowed on the ATV.

Figures 15: Backfilling

The maximum particle size of the backfill should be 2 inches or less. The backfill shall be placed from the
bottom of the slope and shall not be dropped directly onto the drainage layer from a height greater than
3 feet. The backfill shall be pushed over the geocomposite drainage layer in an upward tumbling motion
that prevents wrinkles in the drainage layer. No equipment shall be operated on the top surface of the
geocomposite drainage layer without permission from the Contracting Officer or Engineer. The initial
loose lift thickness shall be 12 inches

Equipment exerting ground pressure no greater than 7 psi shall be used to place and compact the first
lift of select fill. Compaction shall consist of a minimum of 2 passes over all areas. The loose lift thickness
of each subsequent lift shall be no greater than 12 inches. Normal backfill placement shall be allowed on
areas underlain by geocomposite after the second loose lift of fill has been placed and compacted.

Liquid and LFG collection Page 11/11

Table of figures

Figures :

Figures 1: DRAINTUBE™ Structure ...................................................................................................... 3
Figure 2: DRAINTUBE™ Packaging ....................................................................................................... 4
Figure 3: Rolls of DRAINTUBE™ ........................................................................................................... 4
Figure 4: DRAINTUBE™ installation ..................................................................................................... 4
Figures 5: Transverse connections without couplers .......................................................................... 5
Figures 6: Transverse connections with couplers ............................................................................... 5
Figures 7: Mini-pipe junction with couplers ....................................................................................... 6
Figures 8: Side by side connections .................................................................................................... 6
Figures 9: Connection to liquid interceptor drain ............................................................................... 7
Figures 10: Connection to a ditches .................................................................................................... 7
Figures 11: Typical cross section for gas interceptor drain connections ............................................ 8
Figures 12: Connection to an interceptor drain .................................................................................. 8
Figures 13: Quick Connect™ system ................................................................................................... 9
Figures 14: Connection to a plain drain with Quick Connect™ ........................................................... 9
Figures 15: Backfilling ........................................................................................................................ 10

British Colombia
2704-1211 Melville Street, Vancouver, BC V6E 0A7
Phone: [phone]
Fax : [phone]
United States
Ragen Associates
267 Amboy Ave. Suite 4, Metuchen, NJ 08840
Phone: [phone]

Quality_Plan_Draintube_Feb2014.docx (2014-02-19) page 1 / 2

Texel, a division of ADS Inc.
485 Des Erables, St-Elzear, Quebec, Canada, G0S3E0
Tel: [phone] Fax: [phone] www.texel.ca

Issued by: Andre Parent, Quality & CIP Director
Date: February 19th 2014

GENERAL QUALITY CONTROL PLAN

Quality_Plan_Draintube_Feb2014.docx (2014-02-19) page 2 / 2

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TRACEABILITY REPORT
FIN24276 - DRAINTUBE 606 ST2 D25 3.98 M.
Work Order Item Roll Qty (m) Date Item Roll Work Order
WO-54358 FIN24276 P18V00051 75 2015-04-27 10:41:49
WEB24332
WEB24332
P17702341
P17702461 WO-54360
WO-54358 FIN24276 P18V00061 75 2015-04-27 11:00:48
WO-54358 FIN24276 P18V00071 75 2015-04-27 11:11:53
WO-54358 FIN24276 P18V00081 75 2015-04-27 11:23:43
WO-54358 FIN24276 P18V00091 75 2015-04-27 11:56:22
WEB24332
WEB24332
P17702371
P17702411 WO-54360
WO-54358 FIN24276 P18V00101 75 2015-04-27 12:14:12
WO-54358 FIN24276 P18V00111 75 2015-04-27 12:25:39
WO-54358 FIN24276 P18V00121 75 2015-04-27 12:36:03
WO-54358 FIN24276 P18V00131 75 2015-04-27 13:06:41
WEB24332
WEB24332
O42VR0002
O42VR0001 WO-54360
WO-54358 FIN24276 P18V00141 75 2015-04-27 14:00:43
WO-54358 FIN24276 P18V00151 75 2015-04-27 14:13:34
Note 1 - Approximately 2 rolls of 300m of geotextiles (1 per layer) are consumed to generate 4 rolls of 75m of DRAINTUBE.
By:
Date:
Rolls of DRAINTUBE generated Rolls of Geotextiles consumed(1)
2015-05-29
Andre Parent, Quality & CIP Director
TRACEABILITY REPORT
FIN24276 - DRAINTUBE 606 ST2 D25 3.98 M.
Work Order Item Roll Qty (m) Date Item Roll Work Order
WO-54351 FIN24276 P18V00161 75
2015-04-27
14:36:10
WEB24332
WEB24332
P17702381
P17702351 WO-54360
WO-54351 FIN24276 P18V00171 75
2015-04-28
07:10:12
WO-54351 FIN24276 P18V00181 75
2015-04-28
07:21:29
WO-54351 FIN24276 P18V00191 75
2015-04-28
07:37:09
WO-54351 FIN24276 P18V00201 75
2015-04-28
07:52:47
WEB24332
WEB24332
P17702361
P18700861
WO-54360
WO-54365
WO-54351 FIN24276 P18V00211 75
2015-04-28
08:18:47
WO-54351 FIN24276 P18V00221 75
2015-04-28
08:29:32
WO-54351 FIN24276 P18V00231 75
2015-04-28
08:46:01
WO-54351 FIN24276 P18V00241 75
2015-04-28
08:59:23
WEB24332
WEB24332
P18700901
P17701481
WO-54365
WO-54353
WO-54351 FIN24276 P18V00251 75
2015-04-28
09:28:25
WO-54351 FIN24276 P18V00261 75
2015-04-28
09:37:59
WO-54351 FIN24276 P18V00271 75
2015-04-28
09:50:45
WO-54351 FIN24276 P18V00281 75
2015-04-28
10:07:29
WEB24332
WEB24332
P17701511
P17701561 WO-54363
WO-54351 FIN24276 P18V00291 75
2015-04-28
10:27:57
WO-54351 FIN24276 P18V00301 75
2015-04-28
10:38:18
WO-54351 FIN24276 P18V00311 75
2015-04-28
10:50:26
WO-54351 FIN24276 P18V00321 75
2015-04-28
11:10:15
WEB24332
WEB24332
P17701551
P17701591 WO-54363
WO-54351 FIN24276 P18V00331 75
2015-04-28
11:33:02
WO-54351 FIN24276 P18V00341 75
2015-04-28
11:44:21
WO-54351 FIN24276 P18V00351 75
2015-04-28
11:55:09
WO-54351 FIN24276 P18V00361 75
2015-04-28
12:19:31
WEB24332
WEB24332
P17701521
P17701531 WO-54363
WO-54351 FIN24276 P18V00371 75
2015-04-28
12:44:41
WO-54351 FIN24276 P18V00381 75
2015-04-28
13:04:04
WO-54351 FIN24276 P18V00391 75
2015-04-28
13:13:27
WO-54351 FIN24276 P18V00401 75
2015-04-28
13:41:54
WEB24332
WEB24332
P17701601
P17701581 WO-54363
WO-54351 FIN24276 P18V00411 75
2015-04-28
14:00:10
WO-54351 FIN24276 P18V00421 75
2015-04-28
14:11:06
WO-54351 FIN24276 P18V00431 75
2015-04-28
14:21:42
WO-54351 FIN24276 P18V00441 75
2015-04-28
14:55:46
WEB24332
WEB24332
P17701541
P17701571 WO-54363
WO-54351 FIN24276 P18V00451 75
2015-04-29
07:19:53
WO-54351 FIN24276 P18V00461 75
2015-04-29
07:30:27
WO-54351 FIN24276 P18V00471 75
2015-04-29
07:41:10
WO-54351 FIN24276 P18V00481 75
2015-04-29
08:04:50
WEB24332
WEB24332
P17702451
P17702401 WO-54360
WO-54351 FIN24276 P18V00491 75
2015-04-29
08:15:02
WO-54351 FIN24276 P18V00501 75
2015-04-29
08:26:44
WO-54351 FIN24276 P18V00511 75
2015-04-29
08:38:35
Note 1 - Approximately 2 rolls of 250m of geotextiles (1 per layer) are consumed to generate 3 rolls of 75m of DRAINTUBE.
By:
Date:
Rolls of DRAINTUBE generated Rolls of Geotextiles consumed(1)
2015-05-29
Andre Parent, Quality & CIP Director
TRACEABILITY REPORT
FIN24276 - DRAINTUBE 606 ST2 D25 3.98 M.
Work Order Item Roll Qty (m) Date Item Roll Work Order
WO-54348 FIN24276 P18V00521 75
2015-04-29
09:20:57
WEB24332
WEB24332
P17702441
P17702391 WO-54360
WO-54348 FIN24276 P18V00531 75
2015-04-29
09:32:58
WO-54348 FIN24276 P18V00541 75
2015-04-29
09:43:28
WO-54348 FIN24276 P18V00551 75
2015-04-29
09:54:32
WO-54348 FIN24276 P18V00561 75
2015-04-29
10:22:21
WEB24332
WEB24332 P17702421
P17702431 WO-54360
WO-54348 FIN24276 P18V00571 75
2015-04-29
10:37:12
WO-54348 FIN24276 P18V00581 75
2015-04-29
10:49:05
WO-54348 FIN24276 P18V00591 75
2015-04-29
11:01:27
WO-54348 FIN24276 P18V00601 75
2015-04-29
11:28:57
WEB24332
WEB24332
P17701391
P17701401 WO-54363
WO-54348 FIN24276 P18V00611 75
2015-04-29
11:50:58
WO-54348 FIN24276 P18V00621 75
2015-04-29
12:05:22
WO-54348 FIN24276 P18V00631 75
2015-04-29
12:20:48
WO-54348 FIN24276 P18V00641 75
2015-04-29
12:42:21
WEB24332
WEB24332 P17701431
P17701421 WO-54363
WO-54348 FIN24276 P18V00651 75
2015-04-29
12:51:53
WO-54348 FIN24276 P18V00661 75
2015-04-29
13:11:26
WO-54348 FIN24276 P18V00671 75
2015-04-29
13:22:17
WO-54348 FIN24276 P18V00681 75
2015-04-29
13:51:59
WEB24332
WEB24332
P17701371
P17701441 WO-54363
WO-54348 FIN24276 P18V00691 75
2015-04-29
14:02:57
WO-54348 FIN24276 P18V00701 75
2015-04-29
14:16:15
WO-54348 FIN24276 P18V00711 75
2015-04-29
14:30:35
WO-54348 FIN24276 P18V00721 75
2015-04-29
14:53:45
WEB24332
WEB24332 P17701471
P17701411 WO-54363
WO-54348 FIN24276 P18V00731 75
2015-04-30
07:13:17
WO-54348 FIN24276 P18V00741 75
2015-04-30
07:29:44
WO-54348 FIN24276 P18V00751 75
2015-04-30
07:57:12
WO-54348 FIN24276 P18V00761 75
2015-04-30
08:21:26
WEB24332
WEB24332 P17701381
P17701501 WO-54363
WO-54348 FIN24276 P18V00771 75
2015-04-30
08:38:54
WO-54348 FIN24276 P18V00781 75
2015-04-30
08:53:06
WO-54348 FIN24276 P18V00791 75
2015-04-30
09:13:00
WO-54348 FIN24276 P18V00801 75
2015-04-30
09:31:14
WEB24332
WEB24332 P17701491
P17701461 WO-54363
WO-54348 FIN24276 P18V00811 75
2015-04-30
09:41:16
WO-54348 FIN24276 P18V00821 75
2015-04-30
09:54:01
WO-54348 FIN24276 P18V00831 75
2015-04-30
10:13:58
WO-54348 FIN24276 P18V00841 75
2015-04-30
10:35:52
WEB24332
WEB24332
P18700851
P18700841 WO-54365
WO-54348 FIN24276 P18V00851 75
2015-04-30
10:46:36
WO-54348 FIN24276 P18V00861 75
2015-04-30
10:57:08
WO-54348 FIN24276 P18V00871 75
2015-04-30
11:26:38
Note 1 - Approximately 2 rolls of 300m of geotextiles (1 per layer) are consumed to generate 4 rolls of 75m of DRAINTUBE.
By:
Date:
Rolls of DRAINTUBE generated Rolls of Geotextiles consumed(1)
2015-05-29
Andre Parent, Quality & CIP Director
TRACEABILITY REPORT
FIN24276 - DRAINTUBE 606 ST2 D25 3.98 M.
Work Order Item Roll Qty (m) Date Item Roll Work Order
WO-54357 FIN24276 P18V00881 75
2015-04-30
11:50:17
WEB24332
WEB24332
P18700831
P18700881 WO-54365
WO-54357 FIN24276 P18V00891 75
2015-04-30
12:01:52
WO-54357 FIN24276 P18V00901 75
2015-04-30
12:14:56
WO-54357 FIN24276 P18V00911 75
2015-04-30
12:33:30
WO-54357 FIN24276 P18V00921 75
2015-04-30
13:34:06
WEB24332
WEB24332
P18700891
P18700871 WO-54365
WO-54357 FIN24276 P18V00931 75
2015-04-30
13:45:07
WO-54357 FIN24276 P18V00941 75
2015-04-30
14:04:45
WO-54357 FIN24276 P18V00951 75
2015-04-30
14:24:35
WO-54357 FIN24276 P18V00961 75
2015-04-30
14:42:18
WEB24332
WEB24332
P18700381
P18700371 WO-54361
WO-54357 FIN24276 P18V00971 75
2015-04-30
14:52:21
WO-54357 FIN24276 P18V00981 75
2015-05-01
07:15:24
WO-54357 FIN24276 P18V00991 75
2015-05-01
07:34:31
WO-54357 FIN24276 P18V01001 75
2015-05-01
07:46:31
WEB24332
WEB24332
P18700351
P18700471
WO-54361
WO-54362
WO-54357 FIN24276 P18V01011 75
2015-05-01
07:59:26
WO-54357 FIN24276 P18V01021 75
2015-05-01
08:16:57
WO-54357 FIN24276 P18V01031 75
2015-05-01
08:35:59
WO-54357 FIN24276 P18V01041 75
2015-05-01
08:51:38
WEB24332
WEB24332
P18700441
P18700491 WO-54362
WO-54357 FIN24276 P18V01051 75
2015-05-01
09:05:13
WO-54357 FIN24276 P18V01061 75
2015-05-01
09:25:16
WO-54357 FIN24276 P18V01071 75
2015-05-01
09:39:20
WO-54357 FIN24276 P18V01081 75
2015-05-01
09:52:39
WEB24332
WEB24332
P18700431
P18700461 WO-54362
WO-54357 FIN24276 P18V01091 75
2015-05-01
10:08:58
WO-54357 FIN24276 P18V01101 75
2015-05-01
10:31:33
WO-54357 FIN24276 P18V01111 75
2015-05-01
10:48:29
WO-54357 FIN24276 P18V01121 75
2015-05-01
11:01:53
WEB24332
WEB24332
P18700531
P18700511 WO-54362
WO-54357 FIN24276 P18V01131 75
2015-05-01
11:25:12
WO-54357 FIN24276 P18V01141 75
2015-05-01
11:51:56
WO-54357 FIN24276 P18V01151 75
2015-05-01
12:08:11
WO-54357 FIN24276 P18V01161 75
2015-05-01
12:21:11
WEB24332
WEB24332
P18700501
P18700481 WO-54362
WO-54357 FIN24276 P18V01171 75
2015-05-01
12:33:07
WO-54357 FIN24276 P18V01181 75
2015-05-01
12:50:11
WO-54357 FIN24276 P18V01191 75
2015-05-01
13:07:03
WO-54357 FIN24276 P18V01201 75
2015-05-01
13:20:45
WEB24332
WEB24332
P18700571
P18700521 WO-54362
WO-54357 FIN24276 P18V01211 75
2015-05-01
13:36:23
WO-54357 FIN24276 P18V01221 75
2015-05-01
13:56:28
WO-54357 FIN24276 P18V01231 75
2015-05-01
14:13:41
Note 1 - Approximately 2 rolls of 300m of geotextiles (1 per layer) are consumed to generate 4 rolls of 75m of DRAINTUBE.
By:
Date:
Rolls of DRAINTUBE generated Rolls of Geotextiles consumed(1)
2015-05-29
Andre Parent, Quality & CIP Director
TRACEABILITY REPORT
FIN24276 - DRAINTUBE 606 ST2 D25 3.98 M.
Work Order Item Roll Qty (m) Date Item Roll Work Order
WO-54349 FIN24276 P18V01241 75
2015-05-01
14:32:52
WEB24332
WEB24332
P18700551
P18700581 WO-54362
WO-54349 FIN24276 P18V01251 75
2015-05-01
14:44:40
WO-54349 FIN24276 P19V00011 75
2015-05-04
07:10:34
WO-54349 FIN24276 P19V00021 75
2015-05-04
07:24:18
WO-54349 FIN24276 P19V00031 75
2015-05-04
07:40:44
WEB24332
WEB24332
P18700561
P18700541 WO-54362
WO-54349 FIN24276 P19V00041 75
2015-05-04
07:52:28
WO-54349 FIN24276 P19V00051 75
2015-05-04
08:11:44
WO-54349 FIN24276 P19V00061 75
2015-05-04
08:30:19
WO-54349 FIN24276 P19V00071 75
2015-05-04
08:46:03
WEB24332
WEB24332
P18700131
P18700141 WO-54361
WO-54349 FIN24276 P19V00081 75
2015-05-04
08:59:27
WO-54349 FIN24276 P19V00091 75
2015-05-04
09:17:59
WO-54349 FIN24276 P19V00101 75
2015-05-04
09:31:26
WO-54349 FIN24276 P19V00111 75
2015-05-04
09:46:13
WEB24332
WEB24332
P18700251
P18700261 WO-54361
WO-54349 FIN24276 P19V00121 75
2015-05-04
09:55:26
WO-54349 FIN24276 P19V00131 75
2015-05-04
10:14:13
WO-54349 FIN24276 P19V00141 75
2015-05-04
10:28:29
WO-54349 FIN24276 P19V00151 75
2015-05-04
10:49:36
WEB24332
WEB24332
P18700291
P18700271 WO-54361
WO-54349 FIN24276 P19V00161 75
2015-05-04
10:52:07
WO-54349 FIN24276 P19V00171 75
2015-05-04
11:07:14
WO-54349 FIN24276 P19V00181 75
2015-05-04
11:27:00
WO-54349 FIN24276 P19V00191 75
2015-05-04
12:06:16
WEB24332
WEB24332
P18700281
P18700221 WO-54361
WO-54349 FIN24276 P19V00201 75
2015-05-04
12:20:18
WO-54349 FIN24276 P19V00211 75
2015-05-04
12:41:40
WO-54349 FIN24276 P19V00221 75
2015-05-04
12:55:12
WO-54349 FIN24276 P19V00231 75
2015-05-04
13:14:44
WEB24332
WEB24332
P18700331
P18700301 WO-54361
WO-54349 FIN24276 P19V00241 75
2015-05-04
13:24:13
WO-54349 FIN24276 P19V00251 75
2015-05-04
13:41:41
WO-54349 FIN24276 P19V00261 75
2015-05-04
13:58:27
WO-54349 FIN24276 P19V00271 75
2015-05-04
14:16:26
WEB24332
WEB24332
P18700341
P18700321 WO-54361
WO-54349 FIN24276 P19V00281 75
2015-05-04
14:28:54
WO-54349 FIN24276 P19V00291 75
2015-05-04
14:44:33
WO-54349 FIN24276 P19V00301 75
2015-05-04
14:54:13
WO-54349 FIN24276 P19V00311 75
2015-05-05
07:20:14
WEB24332
WEB24332
P18700311
P18700401
WO-54361
WO-54362
WO-54349 FIN24276 P19V00321 75
2015-05-05
07:32:24
WO-54349 FIN24276 P19V00331 75
2015-05-05
07:49:02
WO-54349 FIN24276 P19V00341 75
2015-05-05
08:00:05
Note 1 - Approximately 2 rolls of 300m of geotextiles (1 per layer) are consumed to generate 4 rolls of 75m of DRAINTUBE.
By:
Date:
Rolls of DRAINTUBE generated Rolls of Geotextiles consumed(1)
201-05-29
Andre Parent, Quality & CIP Director
TRACEABILITY REPORT
FIN24276 - DRAINTUBE 606 ST2 D25 3.98 M.
Work Order Item Roll Qty (m) Date Item Roll Work Order
WO-54350 FIN24276 P19V00351 75
2015-05-05
08:08:45
WEB24332
WEB24332
P18700391
P18700421 WO-54362
WO-54350 FIN24276 P19V00361 75
2015-05-05
08:40:32
WO-54350 FIN24276 P19V00371 75
2015-05-05
08:57:06
WO-54350 FIN24276 P19V00381 75
2015-05-05
09:19:34
WO-54350 FIN24276 P19V00391 75
2015-05-05
09:37:46
WEB24332
WEB24332
P18700411
P18700361
WO-54362
WO-54361
WO-54350 FIN24276 P19V00401 75
2015-05-05
09:50:00
WO-54350 FIN24276 P19V00411 75
2015-05-05
10:08:00
WO-54350 FIN24276 P19V00421 75
2015-05-05
10:24:56
WO-54350 FIN24276 P19V00431 75
2015-05-05
10:42:45
WEB24332
WEB24332
P18700451
P17702261
WO-54362
WO-54360
WO-54350 FIN24276 P19V00441 75
2015-05-05
10:58:38
WO-54350 FIN24276 P19V00451 75
2015-05-05
11:14:26
WO-54350 FIN24276 P19V00461 75
2015-05-05
11:29:22
WO-54350 FIN24276 P19V00471 75
2015-05-05
11:46:10
WEB24332
WEB24332
P17702201
P17702331 WO-54360
WO-54350 FIN24276 P19V00481 75
2015-05-05
12:09:31
WO-54350 FIN24276 P19V00491 75
2015-05-05
12:26:35
WO-54350 FIN24276 P19V00501 75
2015-05-05
12:40:39
WO-54350 FIN24276 P19V00511 75
2015-05-05
13:00:04
WEB24332
WEB24332
P17702311
P17702291 WO-54360
WO-54350 FIN24276 P19V00521 75
2015-05-05
13:14:09
WO-54350 FIN24276 P19V00531 75
2015-05-05
13:15:48
WO-54350 FIN24276 P19V00541 75
2015-05-05
13:29:48
WO-54350 FIN24276 P19V00551 75
2015-05-05
14:06:29
WEB24332
WEB24332
P17702301
P17702281 WO-54360
WO-54350 FIN24276 P19V00561 75
2015-05-05
14:21:54
WO-54350 FIN24276 P19V00571 75
2015-05-05
14:37:08
WO-54350 FIN24276 P19V00581 75
2015-05-05
14:53:15
WO-54350 FIN24276 P19V00591 75
2015-05-07
07:25:33
WEB24332
WEB24332
P18700171
P18700241 WO-54361
WO-54350 FIN24276 P19V00601 75
2015-05-07
07:38:58
WO-54350 FIN24276 P19V00611 75
2015-05-07
07:55:19
WO-54350 FIN24276 P19V00621 75
2015-05-07
08:07:31
WO-54350 FIN24276 P19V00631 75
2015-05-07
08:20:44
WEB24332
WEB24332
P18700191
P18700211 WO-54361
WO-54350 FIN24276 P19V00641 75
2015-05-07
08:37:03
WO-54350 FIN24276 P19V00651 75
2015-05-07
08:52:31
WO-54350 FIN24276 P19V00661 75
2015-05-07
09:11:02
WO-54350 FIN24276 P19V00671 75
2015-05-07
09:26:49
WEB24332
WEB24332
P18700201
P18700111 WO-54361
WO-54350 FIN24276 P19V00681 75
2015-05-07
09:42:45
WO-54350 FIN24276 P19V00691 75
2015-05-07
09:59:01
WO-54350 FIN24276 P19V00701 75
2015-05-07
10:14:37
Note 1 - Approximately 2 rolls of 300m of geotextiles (1 per layer) are consumed to generate 4 rolls of 75m of DRAINTUBE.
By:
Date:
Rolls of DRAINTUBE generated Rolls of Geotextiles consumed(1)
2015-05-29
Andre Parent, Quality & CIP Director
TRACEABILITY REPORT
FIN24276 - DRAINTUBE 606 ST2 D25 3.98 M.
Work Order Item Roll Qty (m) Date Item Roll Work Order
WO-54352 FIN24276 P19V00711 75
2015-05-07
10:36:05
WEB24332
WEB24332
P18700181
P18700151 WO-54361
WO-54352 FIN24276 P19V00721 75
2015-05-07
10:56:49
WO-54352 FIN24276 P19V00731 75
2015-05-07
11:13:07
WO-54352 FIN24276 P19V00741 75
2015-05-07
11:27:58
WO-54352 FIN24276 P19V00751 75
2015-05-07
11:48:28
WEB24332
WEB24332
P18700161
P18700231 WO-54361
WO-54352 FIN24276 P19V00761 75
2015-05-07
12:06:00
WO-54352 FIN24276 P19V00771 75
2015-05-07
12:23:46
WO-54352 FIN24276 P19V00781 75
2015-05-07
12:45:31
WO-54352 FIN24276 P19V00791 75
2015-05-07
13:25:00
WEB24332
WEB24332
P18700121
P18700591
WO-54361
WO-54362
WO-54352 FIN24276 P19V00801 75
2015-05-07
13:26:00
WO-54352 FIN24276 P19V00811 75
2015-05-07
13:56:26
WO-54352 FIN24276 P19V00821 75
2015-05-07
14:15:26
WO-54352 FIN24276 P19V00831 75
2015-05-07
14:36:41
WEB24332
WEB24332
P17702231
P18700801
WO-54360
WO-54365
WO-54352 FIN24276 P19V00841 75
2015-05-07
14:48:56
WO-54352 FIN24276 P19V00851 75
2015-05-08
07:13:08
WO-54352 FIN24276 P19V00861 75
2015-05-08
07:26:57
WO-54352 FIN24276 P19V00871 75
2015-05-08
07:43:08
WEB24332
WEB24332
P17702191
P17702241 WO-54360
WO-54352 FIN24276 P19V00881 75
2015-05-08
07:53:33
WO-54352 FIN24276 P19V00891 75
2015-05-08
08:09:43
WO-54352 FIN24276 P19V00901 75
2015-05-08
08:24:35
WO-54352 FIN24276 P19V00911 75
2015-05-08
08:42:25
WEB24332
WEB24332
P17702211
P17702181 WO-54360
WO-54352 FIN24276 P19V00921 75
2015-05-08
08:57:25
WO-54352 FIN24276 P19V00931 75
2015-05-08
09:13:19
WO-54352 FIN24276 P19V00941 75
2015-05-08
09:28:12
WO-54352 FIN24276 P19V00951 75
2015-05-08
09:44:13
WEB24332
WEB24332
P17702141
P17702161 WO-54360
WO-54352 FIN24276 P19V00961 75
2015-05-08
10:00:35
WO-54352 FIN24276 P19V00971 75
2015-05-08
10:20:40
WO-54352 FIN24276 P19V00981 75
2015-05-08
10:36:34
WO-54352 FIN24276 P19V00991 75
2015-05-08
10:52:10
WEB24332
WEB24332
P17702171
P17702131 WO-54360
WO-54352 FIN24276 P19V01001 75
2015-05-08
11:08:10
WO-54352 FIN24276 P19V01011 75
2015-05-08
11:29:34
WO-54352 FIN24276 P19V01021 75
2015-05-08
11:46:21
WO-54352 FIN24276 P19V01031 75
2015-05-08
13:00:33
WEB24332
WEB24332
P17702151
P17702111 WO-54360
WO-54352 FIN24276 P19V01041 75
2015-05-08
13:15:19
WO-54352 FIN24276 P19V01051 75
2015-05-08
13:32:32
WO-54352 FIN24276 P19V01061 75
2015-05-08
13:44:01
Note 1 - Approximately 2 rolls of 300m of geotextiles (1 per layer) are consumed to generate 4 rolls of 75m of DRAINTUBE.
By:
Date:
Rolls of DRAINTUBE generated Rolls of Geotextiles consumed(1)
2015-05-29
Andre Parent, Quality & CIP Director
TRACEABILITY REPORT
FIN24276 - DRAINTUBE 606 ST2 D25 3.98 M.
Work Order Item Roll Qty (m) Date Item Roll Work Order
WO-54353 FIN24276 P19V01071 75
2015-05-08
13:59:49
WEB24332
WEB24332
P17702251
P17702121 WO-54360
WO-54353 FIN24276 P19V01081 75
2015-05-08
14:23:41
WO-54353 FIN24276 P19V01091 75
2015-05-08
14:40:21
WO-54353 FIN24276 P19V01101 75
2015-05-08
14:52:05
WO-54353 FIN24276 P20V00011 75
2015-05-11
07:14:58
WEB24332
WEB24332
P17702101
P17702321 WO-54360
WO-54353 FIN24276 P20V00021 75
2015-05-11
07:31:14
WO-54353 FIN24276 P20V00031 75
2015-05-11
07:49:44
WO-54353 FIN24276 P20V00041 75
2015-05-11
08:04:40
WO-54353 FIN24276 P20V00051 75
2015-05-11
08:22:10
WEB24332
WEB24332
P17702271
P18700741
WO-54360
WO-54365
WO-54353 FIN24276 P20V00061 75
2015-05-11
08:37:36
WO-54353 FIN24276 P20V00071 75
2015-05-11
08:55:36
WO-54353 FIN24276 P20V00081 75
2015-05-11
09:22:07
WO-54353 FIN24276 P20V00091 75
2015-05-11
09:33:17
WEB24332
WEB24332
P18700711
P18700791 WO-54365
WO-54353 FIN24276 P20V00101 75
2015-05-11
09:53:47
WO-54353 FIN24276 P20V00111 75
2015-05-11
10:14:36
WO-54353 FIN24276 P20V00121 75
2015-05-11
10:32:39
WO-54353 FIN24276 P20V00131 75
2015-05-11
10:45:34
WEB24332
WEB24332
P17701451
P17702221
WO-54363
WO-54360
WO-54353 FIN24276 P20V00141 75
2015-05-11
11:00:41
WO-54353 FIN24276 P20V00151 75
2015-05-11
11:16:19
WO-54353 FIN24276 P20V00161 75
2015-05-11
11:30:37
WO-54353 FIN24276 P20V00171 75
2015-05-11
11:52:51
WEB24332
WEB24332
P18700721
P18700671 WO-54365
WO-54353 FIN24276 P20V00181 75
2015-05-11
12:06:15
WO-54353 FIN24276 P20V00191 75
2015-05-11
12:23:56
WO-54353 FIN24276 P20V00201 75
2015-05-11
12:38:08
WO-54353 FIN24276 P20V00211 75
2015-05-11
12:55:29
WEB24332
WEB24332
P18700691
P18700701 WO-54365
WO-54353 FIN24276 P20V00221 75
2015-05-11
13:07:37
WO-54353 FIN24276 P20V00231 75
2015-05-11
13:25:07
WO-54353 FIN24276 P20V00241 75
2015-05-11
13:43:52
WO-54353 FIN24276 P20V00251 75
2015-05-11
14:03:23
WEB24332
WEB24332
P18700651
P18700681
WO-54362
WO-54365
WO-54353 FIN24276 P20V00261 75
2015-05-11
14:16:57
WO-54353 FIN24276 P20V00271 75
2015-05-11
14:47:05
WO-54353 FIN24276 P20V00281 75
2015-05-12
07:06:28
WO-54353 FIN24276 P20V00291 75
2015-05-12
07:23:39
WEB24332
WEB24332
P18700661
P18700641
WO-54365
WO-54362
WO-54353 FIN24276 P20V00301 75
2015-05-12
07:34:12
WO-54353 FIN24276 P20V00311 75
2015-05-12
07:54:31
WO-54353 FIN24276 P20V00321 75
2015-05-12
07:58:08
Note 1 - Approximately 2 rolls of 300m of geotextiles (1 per layer) are consumed to generate 4 rolls of 75m of DRAINTUBE.
By:
Date:
Rolls of DRAINTUBE generated Rolls of Geotextiles consumed(1)
2015-05-29
Andre Parent, Quality & CIP Director
TRACEABILITY REPORT
FIN24276 - DRAINTUBE 606 ST2 D25 3.98 M.
Work Order Item Roll Qty (m) Date Item Roll Work Order
WO-54354 FIN24276 P20V00411 75
2015-05-12
12:32:21
WEB24332
WEB24332
P18700641
P18700621 WO-54362
WO-54354 FIN24276 P20V00421 75
2015-05-12
12:43:25
WO-54354 FIN24276 P20V00431 75
2015-05-12
13:02:04
WO-54354 FIN24276 P20V00441 75
2015-05-12
13:19:41
WO-54354 FIN24276 P20V00451 75
2015-05-12
13:34:09
WEB24332
WEB24332
P18700611
P18700601 WO-54362
WO-54354 FIN24276 P20V00461 75
2015-05-12
13:44:30
WO-54354 FIN24276 P20V00471 75
2015-05-12
14:11:03
WO-54354 FIN24276 P20V00481 75
2015-05-12
14:22:23
WO-54354 FIN24276 P20V00491 75
2015-05-12
14:36:29
WEB24332
WEB24332
P18700601
P18700631 WO-54362
WO-54354 FIN24276 P20V00501 75
2015-05-12
14:49:21
WO-54354 FIN24276 P20V00511 75
2015-05-13
07:18:50
WO-54354 FIN24276 P20V00521 75
2015-05-13
07:31:46
WO-54354 FIN24276 P20V00531 75
2015-05-13
07:40:35
WEB24332
WEB24332
P17702041
P17702051 WO-54360
WO-54354 FIN24276 P20V00541 75
2015-05-13
07:58:54
WO-54354 FIN24276 P20V00551 75
2015-05-13
08:17:44
WO-54354 FIN24276 P20V00561 75
2015-05-13
08:31:08
WO-54354 FIN24276 P20V00571 75
2015-05-13
08:41:33
WEB24332
WEB24332
P17702081
P17702061 WO-54360
WO-54354 FIN24276 P20V00581 75
2015-05-13
09:03:28
WO-54354 FIN24276 P20V00591 75
2015-05-13
09:16:18
WO-54354 FIN24276 P20V00601 75
2015-05-13
09:29:54
WO-54354 FIN24276 P20V00611 75
2015-05-13
09:42:10
WEB24332
WEB24332
P17702071
P17701991 WO-54360
WO-54354 FIN24276 P20V00621 75
2015-05-13
10:01:42
WO-54354 FIN24276 P20V00631 75
2015-05-13
10:12:52
WO-54354 FIN24276 P20V00641 75
2015-05-13
10:25:56
WO-54354 FIN24276 P20V00651 75
2015-05-13
10:40:56
WEB24332
WEB24332
P17702011
P17701861
WO-54360
WO-54362
WO-54354 FIN24276 P20V00661 75
2015-05-13
10:59:30
WO-54354 FIN24276 P20V00671 75
2015-05-13
11:13:31
WO-54354 FIN24276 P20V00681 75
2015-05-13
11:26:01
WO-54354 FIN24276 P20V00691 75
2015-05-13
11:49:53
WEB24332
WEB24332
P17701901
P17701921
WO-54364
WO-54360
WO-54354 FIN24276 P20V00701 75
2015-05-13
12:04:52
WO-54354 FIN24276 P20V00711 75
2015-05-13
12:18:51
WO-54354 FIN24276 P20V00721 75
2015-05-13
12:36:25
WO-54354 FIN24276 P20V00731 75
2015-05-13
12:56:37
WEB24332
WEB24332
P17702091
P18700781
WO-54360
WO-54365
WO-54354 FIN24276 P20V00741 75
2015-05-13
13:09:29
WO-54354 FIN24276 P20V00751 75
2015-05-13
13:22:11
WO-54354 FIN24276 P20V00761 75
2015-05-13
13:38:29
Note 1 - Approximately 2 rolls of 300m of geotextiles (1 per layer) are consumed to generate 4 rolls of 75m of DRAINTUBE.
By:
Date:
Rolls of DRAINTUBE generated Rolls of Geotextiles consumed(1)
2015-05-29
Andre Parent, Quality & CIP Director
TRACEABILITY REPORT
FIN24276 - DRAINTUBE 606 ST2 D25 3.98 M.
Work Order Item Roll Qty (m) Date Item Roll Work Order
WO-54355 FIN24276 P20V00771 75
2015-05-13
14:06:40
WEB24332
WEB24332
P18700751
P18700771 WO-54365
WO-54355 FIN24276 P20V00781 75
2015-05-13
14:23:04
WO-54355 FIN24276 P20V00791 75
2015-05-13
14:33:49
WO-54355 FIN24276 P20V00801 75
2015-05-13
14:51:40
WO-54355 FIN24276 P20V00811 75
2015-05-14
07:10:14
WEB24332
WEB24332
P18700761
P18700731 WO-54365
WO-54355 FIN24276 P20V00821 75
2015-05-14
07:23:38
WO-54355 FIN24276 P20V00831 75
2015-05-14
07:37:47
WO-54355 FIN24276 P20V00841 75
2015-05-14
07:54:46
WO-54355 FIN24276 P20V00851 75
2015-05-14
08:04:51
WEB24332
WEB24332
P18700811
P18700821 WO-54365
WO-54355 FIN24276 P20V00861 75
2015-05-14
08:27:55
WO-54355 FIN24276 P20V00871 75
2015-05-14
08:43:37
WO-54355 FIN24276 P20V00881 75
2015-05-14
09:01:32
WO-54355 FIN24276 P20V00891 75
2015-05-14
09:14:36
WEB24332
WEB24332
P17701661
P17701651 WO-54364
WO-54355 FIN24276 P20V00901 75
2015-05-14
09:30:47
WO-54355 FIN24276 P20V00911 75
2015-05-14
09:46:30
WO-54355 FIN24276 P20V00921 75
2015-05-14
10:03:56
WO-54355 FIN24276 P20V00931 75
2015-05-14
10:16:39
WEB24332
WEB24332
P17701611
P17701701
WO-54363
WO-54364
WO-54355 FIN24276 P20V00941 75
2015-05-14
10:30:34
WO-54355 FIN24276 P20V00951 75
2015-05-14
10:47:09
WO-54355 FIN24276 P20V00961 75
2015-05-14
11:06:41
WO-54355 FIN24276 P20V00971 75
2015-05-14
11:22:30
WEB24332
WEB24332
P17701981
P17701971 WO-54360
WO-54355 FIN24276 P20V00981 75
2015-05-14
11:39:05
WO-54355 FIN24276 P20V00991 75
2015-05-14
11:59:49
WO-54355 FIN24276 P20V01001 75
2015-05-14
12:17:02
WO-54355 FIN24276 P20V01011 75
2015-05-14
12:32:00
WEB24332
WEB24332
P17701841
P17702001
WO-54364
WO-54360
WO-54355 FIN24276 P20V01021 75
2015-05-14
12:50:34
WO-54355 FIN24276 P20V01031 75
2015-05-14
13:11:36
WO-54355 FIN24276 P20V01041 75
2015-05-14
13:28:34
WO-54355 FIN24276 P20V01051 75
2015-05-14
13:54:40
WEB24332
WEB24332
P17701951
P17701941 WO-54360
WO-54355 FIN24276 P20V01061 75
2015-05-14
14:17:00
WO-54355 FIN24276 P20V01071 75
2015-05-14
14:33:27
WO-54355 FIN24276 P20V01081 75
2015-05-14
14:49:43
WO-54355 FIN24276 P20V01091 75
2015-05-15
07:22:30
WEB24332
WEB24332
P17701961
P17701911
WO-54360
WO-54364
WO-54355 FIN24276 P20V01101 75
2015-05-15
07:41:49
WO-54355 FIN24276 P20V01111 75
2015-05-15
07:54:53
WO-54355 FIN24276 P20V01121 75
2015-05-15
08:07:40
Note 1 - Approximately 2 rolls of 300m of geotextiles (1 per layer) are consumed to generate 4 rolls of 75m of DRAINTUBE.
By:
Date:
Rolls of DRAINTUBE generated Rolls of Geotextiles consumed(1)
2015-05-29
Andre Parent, Quality & CIP Director
TRACEABILITY REPORT
FIN24276 - DRAINTUBE 606 ST2 D25 3.98 M.
Work Order Item Roll Qty (m) Date Item Roll Work Order
WO-54356 FIN24276 P20V01131 75
2015-05-15
08:26:55
WEB24332
WEB24332
P17701881
P17701931
WO-54364
WO-54360
WO-54356 FIN24276 P20V01141 75
2015-05-15
08:45:23
WO-54356 FIN24276 P20V01151 75
2015-05-15
09:01:55
WO-54356 FIN24276 P20V01161 75
2015-05-15
09:15:28
WO-54356 FIN24276 P20V01171 75
2015-05-15
09:31:11
WEB24332
WEB24332
P17702031
P17702021 WO-54360
WO-54356 FIN24276 P20V01181 75
2015-05-15
09:47:26
WO-54356 FIN24276 P20V01191 75
2015-05-15
10:05:24
WO-54356 FIN24276 P20V01201 75
2015-05-15
10:17:58
WO-54356 FIN24276 P20V01211 75
2015-05-15
10:32:25
WEB24332
WEB24332
P17701891
P17701871 WO-54364
WO-54356 FIN24276 P20V01221 75
2015-05-15
10:50:53
WO-54356 FIN24276 P20V01231 75
2015-05-15
11:07:48
WO-54356 FIN24276 P20V01241 75
2015-05-15
11:36:08
WO-54356 FIN24276 P20V01251 75
2015-05-15
11:46:41
WEB24332
WEB24332
P17701821
P17701851 WO-54364
WO-54356 FIN24276 P20V01261 75
2015-05-15
12:06:39
WO-54356 FIN24276 P20V01271 75
2015-05-15
12:22:41
WO-54356 FIN24276 P20V01281 75
2015-05-15
12:38:36
WO-54356 FIN24276 P20V01291 75
2015-05-15
12:56:21
WEB24332
WEB24332
P17701831
P17701811 WO-54364
WO-54356 FIN24276 P20V01301 75
2015-05-15
13:12:55
WO-54356 FIN24276 P20V01311 75
2015-05-15
13:26:27
WO-54356 FIN24276 P20V01321 75
2015-05-15
13:51:24
WO-54356 FIN24276 P20V01331 75
2015-05-15
14:07:55
WEB24332
WEB24332
P17701771
P17701761 WO-54364
WO-54356 FIN24276 P20V01341 75
2015-05-15
14:28:10
WO-54356 FIN24276 P20V01351 75
2015-05-15
14:43:15
WO-54356 FIN24276 P21V00011 75
2015-05-19
07:11:24
WO-54356 FIN24276 P21V00021 75
2015-05-19
07:26:53
WEB24332
WEB24332
P17701741
P17701731 WO-54364
WO-54356 FIN24276 P21V00031 75
2015-05-19
07:41:24
WO-54356 FIN24276 P21V00041 75
2015-05-19
07:55:28
WO-54356 FIN24276 P21V00051 75
2015-05-19
08:11:30
WO-54356 FIN24276 P21V00061 75
2015-05-19
08:23:50
WEB24332
WEB24332
P17701681
P17701721 WO-54364
WO-54356 FIN24276 P21V00071 75
2015-05-19
08:39:14
WO-54356 FIN24276 P21V00081 75
2015-05-19
08:54:11
WO-54356 FIN24276 P21V00091 75
2015-05-19
09:11:18
WO-54356 FIN24276 P21V00101 75
2015-05-19
09:28:25
WEB24332
WEB24332
P17701691
P17701631
WO-54364
WO-54363
WO-54356 FIN24276 P21V00111 75
2015-05-19
09:43:11
WO-54356 FIN24276 P21V00121 75
2015-05-19
09:55:40
WO-54356 FIN24276 P21V00131 75
2015-05-19
10:17:30
Note 1 - Approximately 2 rolls of 300m of geotextiles (1 per layer) are consumed to generate 4 rolls of 75m of DRAINTUBE.
By:
Date:
Rolls of DRAINTUBE generated Rolls of Geotextiles consumed(1)
2015-05-29
Andre Parent, Quality & CIP Director

This page intentionally left blank.
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Project Name: Kersey Valley MSW LF Area 1 Partial ClosureProject Number: HPOINT-13-5
Contractor: Jimmy R. Lynch & Sons Storage Area: Area 1Geosynthetics Installer: National Lining Systems Inventory Monitor(s): C. Shore
Geosynthetic Material Type: Drainage Geocomposite
Geosynthetic Product Identification: Afitex-Texel DrainTube 606 ST2 D25
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks(Feet) (Feet) Sample No.
P18V00051 FIN24276 246.1 13.1 Yes L15071-01-01 Pass
P18V00061 FIN24276 246.1 13.1 Yes
P18V00071 FIN24276 246.1 13.1 Yes
P18V00081 FIN24276 246.1 13.1 YesP18V00091 FIN24276 246.1 13.1 Yes
P18V00101 FIN24276 246.1 13.1 YesP18V00111 FIN24276 246.1 13.1 Yes
P18V00121 FIN24276 246.1 13.1 Yes
P18V00131 FIN24276 246.1 13.1 Yes
P18V00141 FIN24276 246.1 13.1 Yes
P18V00151 FIN24276 246.1 13.1 Yes
P18V00161 FIN24276 246.1 13.1 Yes
P18V00171 FIN24276 246.1 13.1 Yes
P18V00181 FIN24276 246.1 13.1 Yes
P18V00191 FIN24276 246.1 13.1 Yes
P18V00201 FIN24276 246.1 13.1 Yes
P18V00211 FIN24276 246.1 13.1 Yes
P18V00221 FIN24276 246.1 13.1 Yes
P18V00231 FIN24276 246.1 13.1 Yes
P18V00241 FIN24276 246.1 13.1 Yes
P18V00251 FIN24276 246.1 13.1 Yes
P18V00261 FIN24276 246.1 13.1 Yes
P18V00271 FIN24276 246.1 13.1 Yes
P18V00281 FIN24276 246.1 13.1 Yes
P18V00291 FIN24276 246.1 13.1 Yes
P18V00301 FIN24276 246.1 13.1 Yes
P18V00311 FIN24276 246.1 13.1 YesP18V00321 FIN24276 246.1 13.1 Yes
P18V00331 FIN24276 246.1 13.1 YesP18V00341 FIN24276 246.1 13.1 Yes
P18V00351 FIN24276 246.1 13.1 YesP18V00361 FIN24276 246.1 13.1 Yes
P18V00371 FIN24276 246.1 13.1 Yes
P18V00381 FIN24276 246.1 13.1 Yes
P18V00391 FIN24276 246.1 13.1 Yes
P18V00401 FIN24276 246.1 13.1 Yes
P18V00411 FIN24276 246.1 13.1 Yes
P18V00421 FIN24276 246.1 13.1 Yes
P18V00431 FIN24276 246.1 13.1 Yes
P18V00441 FIN24276 246.1 13.1 Yes
GEOSYNTHETICS INVENTORY LOG
DRAINAGE GEOCOMPOSITE
Material Material Dimensions
SMITH GARDNER, INC.
Drainage Geocomposite (Area 1)
Page 1 of 8 HP GS Inventory Master 2016-06-27.xls
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
Material Material Dimensions
P18V00451 FIN24276 246.1 13.1 Yes
P18V00461 FIN24276 246.1 13.1 Yes
P18V00471 FIN24276 246.1 13.1 Yes
P18V00481 FIN24276 246.1 13.1 Yes
P18V00491 FIN24276 246.1 13.1 Yes
P18V00501 FIN24276 246.1 13.1 Yes
P18V00511 FIN24276 246.1 13.1 Yes L15071-01-02 Pass
P18V00521 FIN24276 246.1 13.1 Yes
P18V00531 FIN24276 246.1 13.1 Yes
P18V00541 FIN24276 246.1 13.1 Yes
P18V00551 FIN24276 246.1 13.1 Yes
P18V00561 FIN24276 246.1 13.1 Yes
P18V00571 FIN24276 246.1 13.1 YesP18V00581 FIN24276 246.1 13.1 Yes
P18V00591 FIN24276 246.1 13.1 YesP18V00601 FIN24276 246.1 13.1 Yes
P18V00611 FIN24276 246.1 13.1 Yes
P18V00621 FIN24276 246.1 13.1 Yes
P18V00631 FIN24276 246.1 13.1 Yes
P18V00641 FIN24276 246.1 13.1 Yes
P18V00651 FIN24276 246.1 13.1 Yes
P18V00661 FIN24276 246.1 13.1 Yes
P18V00671 FIN24276 246.1 13.1 Yes
P18V00681 FIN24276 246.1 13.1 Yes
P18V00691 FIN24276 246.1 13.1 Yes
P18V00701 FIN24276 246.1 13.1 Yes
P18V00711 FIN24276 246.1 13.1 Yes
P18V00721 FIN24276 246.1 13.1 Yes
P18V00731 FIN24276 246.1 13.1 Yes
P18V00741 FIN24276 246.1 13.1 Yes
P18V00751 FIN24276 246.1 13.1 Yes
P18V00761 FIN24276 246.1 13.1 Yes
P18V00771 FIN24276 246.1 13.1 Yes
P18V00781 FIN24276 246.1 13.1 Yes
P18V00791 FIN24276 246.1 13.1 Yes
P18V00801 FIN24276 246.1 13.1 Yes
P18V00811 FIN24276 246.1 13.1 Yes
P18V00821 FIN24276 246.1 13.1 YesP18V00831 FIN24276 246.1 13.1 Yes
P18V00841 FIN24276 246.1 13.1 YesP18V00851 FIN24276 246.1 13.1 Yes
P18V00861 FIN24276 246.1 13.1 Yes
P18V00871 FIN24276 246.1 13.1 Yes L15071-01-03 Pass
P18V00881 FIN24276 246.1 13.1 Yes
P18V00891 FIN24276 246.1 13.1 Yes
P18V00901 FIN24276 246.1 13.1 Yes
P18V00911 FIN24276 246.1 13.1 Yes
P18V00921 FIN24276 246.1 13.1 Yes
P18V00931 FIN24276 246.1 13.1 Yes
P18V00941 FIN24276 246.1 13.1 Yes
P18V00951 FIN24276 246.1 13.1 Yes
P18V00961 FIN24276 246.1 13.1 Yes
SMITH GARDNER, INC.
Drainage Geocomposite (Area 1)
Page 2 of 8 HP GS Inventory Master 2016-06-27.xls
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
Material Material Dimensions
P18V00971 FIN24276 246.1 13.1 Yes
P18V00981 FIN24276 246.1 13.1 Yes
P18V00991 FIN24276 246.1 13.1 Yes
P18V01001 FIN24276 246.1 13.1 Yes
P18V01011 FIN24276 246.1 13.1 Yes
P18V01021 FIN24276 246.1 13.1 Yes
P18V01031 FIN24276 246.1 13.1 Yes
P18V01041 FIN24276 246.1 13.1 Yes
P18V01051 FIN24276 246.1 13.1 Yes
P18V01061 FIN24276 246.1 13.1 Yes
P18V01071 FIN24276 246.1 13.1 Yes
P18V01081 FIN24276 246.1 13.1 Yes
P18V01091 FIN24276 246.1 13.1 YesP18V01101 FIN24276 246.1 13.1 Yes
P18V01111 FIN24276 246.1 13.1 YesP18V01121 FIN24276 246.1 13.1 Yes
P18V01131 FIN24276 246.1 13.1 Yes
P18V01141 FIN24276 246.1 13.1 Yes
P18V01151 FIN24276 246.1 13.1 Yes
P18V01161 FIN24276 246.1 13.1 Yes
P18V01171 FIN24276 246.1 13.1 Yes
P18V01181 FIN24276 246.1 13.1 Yes
P18V01191 FIN24276 246.1 13.1 Yes
P18V01201 FIN24276 246.1 13.1 Yes
P18V01211 FIN24276 246.1 13.1 Yes
P18V01221 FIN24276 246.1 13.1 Yes
P18V01231 FIN24276 246.1 13.1 Yes L15071-01-04 Pass
P18V01241 FIN24276 246.1 13.1 Yes
P18V01251 FIN24276 246.1 13.1 Yes
P19V00011 FIN24276 246.1 13.1 Yes
P19V00021 FIN24276 246.1 13.1 Yes
P19V00031 FIN24276 246.1 13.1 Yes
P19V00041 FIN24276 246.1 13.1 Yes
P19V00051 FIN24276 246.1 13.1 Yes
P19V00061 FIN24276 246.1 13.1 Yes
P19V00071 FIN24276 246.1 13.1 Yes
P19V00081 FIN24276 246.1 13.1 Yes
P19V00091 FIN24276 246.1 13.1 YesP19V00101 FIN24276 246.1 13.1 Yes
P19V00111 FIN24276 246.1 13.1 YesP19V00121 FIN24276 246.1 13.1 Yes
P19V00131 FIN24276 246.1 13.1 Yes
P19V00141 FIN24276 246.1 13.1 Yes
P19V00151 FIN24276 246.1 13.1 Yes
P19V00161 FIN24276 246.1 13.1 Yes
P19V00171 FIN24276 246.1 13.1 Yes
P19V00181 FIN24276 246.1 13.1 Yes
P19V00191 FIN24276 246.1 13.1 Yes
P19V00201 FIN24276 246.1 13.1 Yes
P19V00211 FIN24276 246.1 13.1 Yes
P19V00221 FIN24276 246.1 13.1 Yes
P19V00231 FIN24276 246.1 13.1 Yes
SMITH GARDNER, INC.
Drainage Geocomposite (Area 1)
Page 3 of 8 HP GS Inventory Master 2016-06-27.xls
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
Material Material Dimensions
P19V00241 FIN24276 246.1 13.1 Yes
P19V00251 FIN24276 246.1 13.1 Yes
P19V00261 FIN24276 246.1 13.1 Yes
P19V00271 FIN24276 246.1 13.1 Yes
P19V00281 FIN24276 246.1 13.1 Yes
P19V00291 FIN24276 246.1 13.1 Yes
P19V00301 FIN24276 246.1 13.1 Yes
P19V00311 FIN24276 246.1 13.1 Yes
P19V00321 FIN24276 246.1 13.1 Yes
P19V00331 FIN24276 246.1 13.1 Yes
P19V00341 FIN24276 246.1 13.1 Yes L15071-01-05 Pass
P19V00351 FIN24276 246.1 13.1 Yes L15071-01-06 Pass
P19V00361 FIN24276 246.1 13.1 YesP19V00371 FIN24276 246.1 13.1 Yes
P19V00381 FIN24276 246.1 13.1 YesP19V00391 FIN24276 246.1 13.1 Yes
P19V00401 FIN24276 246.1 13.1 Yes
P19V00411 FIN24276 246.1 13.1 Yes
P19V00421 FIN24276 246.1 13.1 Yes
P19V00431 FIN24276 246.1 13.1 Yes
P19V00441 FIN24276 246.1 13.1 Yes
P19V00451 FIN24276 246.1 13.1 Yes
P19V00461 FIN24276 246.1 13.1 Yes
P19V00471 FIN24276 246.1 13.1 Yes
P19V00481 FIN24276 246.1 13.1 Yes
P19V00491 FIN24276 246.1 13.1 Yes
P19V00501 FIN24276 246.1 13.1 Yes
P19V00511 FIN24276 246.1 13.1 Yes
P19V00521 FIN24276 246.1 13.1 Yes
P19V00531 FIN24276 246.1 13.1 Yes
P19V00541 FIN24276 246.1 13.1 Yes
P19V00551 FIN24276 246.1 13.1 Yes
P19V00561 FIN24276 246.1 13.1 Yes
P19V00571 FIN24276 246.1 13.1 Yes
P19V00581 FIN24276 246.1 13.1 Yes
P19V00591 FIN24276 246.1 13.1 Yes
P19V00601 FIN24276 246.1 13.1 Yes
P19V00611 FIN24276 246.1 13.1 YesP19V00621 FIN24276 246.1 13.1 Yes
P19V00631 FIN24276 246.1 13.1 YesP19V00641 FIN24276 246.1 13.1 Yes
P19V00651 FIN24276 246.1 13.1 Yes
P19V00661 FIN24276 246.1 13.1 Yes
P19V00671 FIN24276 246.1 13.1 Yes
P19V00681 FIN24276 246.1 13.1 Yes
P19V00691 FIN24276 246.1 13.1 Yes
P19V00701 FIN24276 246.1 13.1 Yes L15071-01-07 Pass
P19V00711 FIN24276 246.1 13.1 Yes
P19V00721 FIN24276 246.1 13.1 Yes
P19V00731 FIN24276 246.1 13.1 Yes
P19V00741 FIN24276 246.1 13.1 Yes
P19V00751 FIN24276 246.1 13.1 Yes
SMITH GARDNER, INC.
Drainage Geocomposite (Area 1)
Page 4 of 8 HP GS Inventory Master 2016-06-27.xls
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
Material Material Dimensions
P19V00761 FIN24276 246.1 13.1 Yes
P19V00771 FIN24276 246.1 13.1 Yes
P19V00781 FIN24276 246.1 13.1 Yes
P19V00791 FIN24276 246.1 13.1 Yes
P19V00801 FIN24276 246.1 13.1 Yes
P19V00811 FIN24276 246.1 13.1 Yes
P19V00821 FIN24276 246.1 13.1 Yes
P19V00831 FIN24276 246.1 13.1 Yes
P19V00841 FIN24276 246.1 13.1 Yes
P19V00851 FIN24276 246.1 13.1 Yes
P19V00861 FIN24276 246.1 13.1 Yes
P19V00871 FIN24276 246.1 13.1 Yes
P19V00881 FIN24276 246.1 13.1 YesP19V00891 FIN24276 246.1 13.1 Yes
P19V00901 FIN24276 246.1 13.1 YesP19V00911 FIN24276 246.1 13.1 Yes
P19V00921 FIN24276 246.1 13.1 Yes
P19V00931 FIN24276 246.1 13.1 Yes
P19V00941 FIN24276 246.1 13.1 Yes
P19V00951 FIN24276 246.1 13.1 Yes
P19V00961 FIN24276 246.1 13.1 Yes
P19V00971 FIN24276 246.1 13.1 Yes
P19V00981 FIN24276 246.1 13.1 Yes
P19V00991 FIN24276 246.1 13.1 Yes
P19V01001 FIN24276 246.1 13.1 Yes
P19V01011 FIN24276 246.1 13.1 Yes
P19V01021 FIN24276 246.1 13.1 Yes
P19V01031 FIN24276 246.1 13.1 Yes
P19V01041 FIN24276 246.1 13.1 Yes
P19V01051 FIN24276 246.1 13.1 Yes
P19V01061 FIN24276 246.1 13.1 Yes L15071-01-08 Pass
P19V01071 FIN24276 246.1 13.1 Yes
P19V01081 FIN24276 246.1 13.1 Yes
P19V01091 FIN24276 246.1 13.1 Yes
P19V01101 FIN24276 246.1 13.1 Yes
P20V00011 FIN24276 246.1 13.1 Yes
P20V00021 FIN24276 246.1 13.1 Yes
P20V00031 FIN24276 246.1 13.1 YesP20V00041 FIN24276 246.1 13.1 Yes
P20V00051 FIN24276 246.1 13.1 YesP20V00061 FIN24276 246.1 13.1 Yes
P20V00071 FIN24276 246.1 13.1 Yes
P20V00081 FIN24276 246.1 13.1 Yes
P20V00091 FIN24276 246.1 13.1 Yes
P20V00101 FIN24276 246.1 13.1 Yes
P20V00111 FIN24276 246.1 13.1 Yes
P20V00121 FIN24276 246.1 13.1 Yes
P20V00131 FIN24276 246.1 13.1 Yes
P20V00141 FIN24276 246.1 13.1 Yes
P20V00151 FIN24276 246.1 13.1 Yes
P20V00161 FIN24276 246.1 13.1 Yes
P20V00171 FIN24276 246.1 13.1 Yes
SMITH GARDNER, INC.
Drainage Geocomposite (Area 1)
Page 5 of 8 HP GS Inventory Master 2016-06-27.xls
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
Material Material Dimensions
P20V00181 FIN24276 246.1 13.1 Yes
P20V00191 FIN24276 246.1 13.1 Yes
P20V00201 FIN24276 246.1 13.1 Yes
P20V00211 FIN24276 246.1 13.1 Yes
P20V00221 FIN24276 246.1 13.1 Yes
P20V00231 FIN24276 246.1 13.1 Yes
P20V00241 FIN24276 246.1 13.1 Yes
P20V00251 FIN24276 246.1 13.1 Yes
P20V00261 FIN24276 246.1 13.1 Yes
P20V00271 FIN24276 246.1 13.1 Yes
P20V00281 FIN24276 246.1 13.1 Yes
P20V00291 FIN24276 246.1 13.1 Yes
P20V00301 FIN24276 246.1 13.1 YesP20V00311 FIN24276 246.1 13.1 Yes
P20V00321 FIN24276 246.1 13.1 Yes L15071-01-09 PassP20V00411 FIN24276 246.1 13.1 Yes
P20V00421 FIN24276 246.1 13.1 Yes
P20V00431 FIN24276 246.1 13.1 Yes
P20V00441 FIN24276 246.1 13.1 Yes
P20V00451 FIN24276 246.1 13.1 Yes
P20V00461 FIN24276 246.1 13.1 Yes
P20V00471 FIN24276 246.1 13.1 Yes
P20V00481 FIN24276 246.1 13.1 Yes
P20V00491 FIN24276 246.1 13.1 Yes
P20V00501 FIN24276 246.1 13.1 Yes
P20V00511 FIN24276 246.1 13.1 Yes
P20V00521 FIN24276 246.1 13.1 Yes
P20V00531 FIN24276 246.1 13.1 Yes
P20V00541 FIN24276 246.1 13.1 Yes
P20V00551 FIN24276 246.1 13.1 Yes
P20V00561 FIN24276 246.1 13.1 Yes
P20V00571 FIN24276 246.1 13.1 Yes
P20V00581 FIN24276 246.1 13.1 Yes
P20V00591 FIN24276 246.1 13.1 Yes
P20V00601 FIN24276 246.1 13.1 Yes
P20V00611 FIN24276 246.1 13.1 Yes
P20V00621 FIN24276 246.1 13.1 Yes
P20V00631 FIN24276 246.1 13.1 YesP20V00641 FIN24276 246.1 13.1 Yes
P20V00651 FIN24276 246.1 13.1 YesP20V00661 FIN24276 246.1 13.1 Yes
P20V00671 FIN24276 246.1 13.1 Yes
P20V00681 FIN24276 246.1 13.1 Yes
P20V00691 FIN24276 246.1 13.1 Yes
P20V00701 FIN24276 246.1 13.1 Yes
P20V00711 FIN24276 246.1 13.1 Yes
P20V00721 FIN24276 246.1 13.1 Yes
P20V00731 FIN24276 246.1 13.1 Yes
P20V00741 FIN24276 246.1 13.1 Yes
P20V00751 FIN24276 246.1 13.1 Yes
P20V00761 FIN24276 246.1 13.1 Yes L15071-01-10 Pass
P20V00771 FIN24276 246.1 13.1 Yes
SMITH GARDNER, INC.
Drainage Geocomposite (Area 1)
Page 6 of 8 HP GS Inventory Master 2016-06-27.xls
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
Material Material Dimensions
P20V00781 FIN24276 246.1 13.1 Yes
P20V00791 FIN24276 246.1 13.1 Yes
P20V00801 FIN24276 246.1 13.1 Yes
P20V00811 FIN24276 246.1 13.1 Yes
P20V00821 FIN24276 246.1 13.1 Yes
P20V00831 FIN24276 246.1 13.1 Yes
P20V00841 FIN24276 246.1 13.1 Yes
P20V00851 FIN24276 246.1 13.1 Yes
P20V00861 FIN24276 246.1 13.1 Yes
P20V00871 FIN24276 246.1 13.1 Yes
P20V00881 FIN24276 246.1 13.1 Yes
P20V00891 FIN24276 246.1 13.1 Yes
P20V00901 FIN24276 246.1 13.1 YesP20V00911 FIN24276 246.1 13.1 Yes
P20V00921 FIN24276 246.1 13.1 YesP20V00931 FIN24276 246.1 13.1 Yes
P20V00941 FIN24276 246.1 13.1 Yes
P20V00951 FIN24276 246.1 13.1 Yes
P20V00961 FIN24276 246.1 13.1 Yes
P20V00971 FIN24276 246.1 13.1 Yes
P20V00981 FIN24276 246.1 13.1 Yes
P20V00991 FIN24276 246.1 13.1 Yes
P20V01001 FIN24276 246.1 13.1 Yes
P20V01011 FIN24276 246.1 13.1 Yes
P20V01021 FIN24276 246.1 13.1 Yes
P20V01031 FIN24276 246.1 13.1 Yes
P20V01041 FIN24276 246.1 13.1 Yes
P20V01051 FIN24276 246.1 13.1 Yes
P20V01061 FIN24276 246.1 13.1 Yes
P20V01071 FIN24276 246.1 13.1 Yes
P20V01081 FIN24276 246.1 13.1 Yes
P20V01091 FIN24276 246.1 13.1 Yes
P20V01101 FIN24276 246.1 13.1 Yes
P20V01111 FIN24276 246.1 13.1 Yes
P20V01121 FIN24276 246.1 13.1 Yes L15071-01-11 Pass
P20V01131 FIN24276 246.1 13.1 Yes
P20V01141 FIN24276 246.1 13.1 Yes
P20V01151 FIN24276 246.1 13.1 YesP20V01161 FIN24276 246.1 13.1 Yes
P20V01171 FIN24276 246.1 13.1 YesP20V01181 FIN24276 246.1 13.1 Yes
P20V01191 FIN24276 246.1 13.1 Yes
P20V01201 FIN24276 246.1 13.1 Yes
P20V01211 FIN24276 246.1 13.1 Yes
P20V01221 FIN24276 246.1 13.1 Yes
P20V01231 FIN24276 246.1 13.1 Yes
P20V01241 FIN24276 246.1 13.1 Yes
P20V01251 FIN24276 246.1 13.1 Yes
P20V01261 FIN24276 246.1 13.1 Yes
P20V01271 FIN24276 246.1 13.1 Yes
P20V01281 FIN24276 246.1 13.1 Yes
P20V01291 FIN24276 246.1 13.1 Yes
SMITH GARDNER, INC.
Drainage Geocomposite (Area 1)
Page 7 of 8 HP GS Inventory Master 2016-06-27.xls
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
Material Material Dimensions
P20V01301 FIN24276 246.1 13.1 Yes
P20V01311 FIN24276 246.1 13.1 Yes
P20V01321 FIN24276 246.1 13.1 Yes
P20V01331 FIN24276 246.1 13.1 Yes
P20V01341 FIN24276 246.1 13.1 Yes
P20V01351 FIN24276 246.1 13.1 Yes
P21V00011 FIN24276 246.1 13.1 Yes
P21V00021 FIN24276 246.1 13.1 Yes
P21V00031 FIN24276 246.1 13.1 Yes
P21V00041 FIN24276 246.1 13.1 Yes
P21V00051 FIN24276 246.1 13.1 Yes
P21V00061 FIN24276 246.1 13.1 Yes
P21V00071 FIN24276 246.1 13.1 YesP21V00081 FIN24276 246.1 13.1 Yes
P21V00091 FIN24276 246.1 13.1 YesP21V00101 FIN24276 246.1 13.1 Yes
P21V00111 FIN24276 246.1 13.1 Yes
P21V00121 FIN24276 246.1 13.1 Yes
P21V00131 FIN24276 246.1 13.1 Yes L15071-01-12 Pass
Totals:
Total Rolls: 371
Total Lots: 1
Total SF: 1,192,225
SMITH GARDNER, INC.
Drainage Geocomposite (Area 1)
Page 8 of 8 HP GS Inventory Master 2016-06-27.xls

This page intentionally left blank.

Appendix J
Geotextiles CQA Data
Construction Quality Assurance Report
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

This page intentionally left blank.

*DISCLAIMER: Descriptions regarding the products described herein are based solely upon information provided by the manufacturer and are provided for informational purposes only. NOTHING CONTAINED HEREIN SHOULD BE CONSTRUED AS CREATING AN EXPRESSED OR IMPLIED WARRANTY, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS, EACH OF WHICH IS HEREBY DISCLAIMED. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The final determination as to the
suitability of any product of Hanes Geo Components in any particular application rests solely with the user. Hanes Geo Components reserves the
right to alter or modify its products and descriptions at any time without notice. 2014-06-01

TerraTex N04.5
Nonwoven Geotextile

TerraTex N04.5 is a nonwoven geotextile made up of polypropylene fibers. These fibers are needled to form a stable
and durable network such that the fibers retain their relative position. It is non-biodegradable and resistant to most soil
chemicals, acids and alkali with a pH range of 3 to 12. TerraTex N04.5 is manufactured to meet or exceed the
following minimum average roll values:

PROPERTY UNIT ASTM TEST
METHOD
Minimum Average
Roll Values
Weight (Typical) oz/yd2 (g/m2) ASTM D5261 4.2 (142)
Grab Tensile lbs (kN) ASTM D4632 120 (0.533)
Grab Elongation % ASTM D4632 50
Trapezoid Tear lbs (kN) ASTM D4533 50 (0.222)
CBR Puncture lbs (kN) ASTM D6241 340 (1.51)
Permittivity* sec-1 ASTM D4491 1.7
Water Flow* gpm/ft2 (1/min/m2) ASTM D4491 120 (4885)
A.O.S.* (Maximum A.R.V.) U.S. Sieve (mm) ASTM D4751 70 (0.212)
U.V. Resistance %/hrs ASTM D4355 70/500

* At the time of manufacturing. Handling, storage and shipping may change these properties.

1/2014

This page intentionally left blank.

Appendix K
Record Drawings
Construction Quality Assurance Report
City of High Point – Kersey Valley MSW Landfill
Area 1 Partial Closure
High Point, North Carolina

This page intentionally left blank.

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