0403_Chambers MSW_leachateCQA_20170104

FINAL CERTIFICATION REPORT

PREPARED FOR

WASTE CONNECTIONS OF THE CAROLINAS
ANSON COUNTY LANDFILL
CONSTRUCTION OF LEACHATE STORAGE FACILITY
UPGRADE
POLKTON, NORTH CAROLINA

PREPARED BY

MJM CONSULTING, LLC in partnership with

21 December 2016
MJM CONSUL TING, LLC in partnership with
December 21, 2016
Mr. John Murray
NC DENR-Solid Waste Section
601 East Center Ave.
Mooresville, NC 28115
Subject: Waste Connection of the Carolinas
Anson County Landfill
Polkton, North Carolina
CON~TIIIK:IION
S!'l!VlCa c
Anson Leachate Storage Facility Upgrade Quality Assurance (CQA) Report
Dear Mr. Murray:
On behalf of Waste Connections, we are writing to provide documentation and certification of
construction of the Leachate Storage Facility Upgrade at the Anson County Landfill in Polkton,
North Carolina.
Based on my review of the monitoring, testing and visual observation of the construction; and
the final report, it is my professional opinion that construction of the Leachate Storage Facility
Upgrade was completed in substantial compliance with the approved permit drawings and
approved modifications as documented by the enclosed Final Construction Quality Assurance
Report. I hereby certify the construction as evidenced by my North Carolina seal and signature.
Please contact me at [phone] or [e-mail] with any questions or
comments regarding the report.
cc: Nelson Breeden
Glenn Wallace
Kash Khatami
encl.
4192 Liberty Trace * Marietta. GA 30066 * Phone: [phone]
Anson Waste Management Facility
Leachate Storage Facility Upgrade
Final Certification
Report

1

1. General

2. Project Overview

2.1 Project Team
2.2 Project Schedule

3. Subgrade Construction, Reinforced Steel and Concrete

4. General Monitoring Procedures

Photographs

Figures

1. As-Built Drawing for Liner

Appendices

A Listing of Monitoring and Installation Personnel

B Manufacturer’s Quality Control Certificates
Section 1 – HDPE Geomembrane
Section 2 – Geocomposite

c Geomembrane Documentation
Section 1 - Subgrade Acceptance Certificates
Section 2 - Geomembrane Panel Deployment Log
Section 3 - Geomembrane Trial Seam Log
Section 4 - Geomembrane Fusion Seam Log
Section 5 - Geomembrane Extrusion Seam Log
Section 6 - Geomembrane Defect, Repair, and Vacuum Testing Log
Section 7 - Fusion and Extrusion Destructive Sample Test Results

d Daily Field Reports

Anson Waste Management Facility
Leachate Storage Facility Upgrade
Final Certification
Report
2
1.General
MJM Consulting, LLC in conjuction with Oasis Construction Services, Inc. (MJM/Oasis) was retained by
Waste Connections of the Carolinas to provide construction quality assurance (CQA) monitoring and
final certification services for the construction of the Leachate Storage Facility Upgrade at the Anson
County Landfill in Polkton, North Carolina.
For the Leachate Storage Facility Upgrade construction, the project structure consisted of a fine graded
subgrade, a Concrete rebar bed, a 60-mil high-density polyethylene(HDPE) micro spike (textured)
geomembrane, and a geocomposite drainage layer. The contract drawings for the construction of the
Leachate Storage Facility Upgrade, Anson Waste Management Facility are dated June 6, 2016, and were
prepared by Civil & Environmental Consulting, Inc. (CEC) of Charlotte, North Carolina, and the approved
Construction Quality Assurance & Construction Quality Control (CQA/CQC) Plan was used to construct
Leachate Storage Facility Upgrade.
2.Project Oveview
2.1. Project Team
MJM/Oasis provided CQA services throughout the project to monitor the construction activities
performed by contractors and to compile all the required testing and surveying data for the final
certification report documenting that the project has been constructed in substantial compliance with
the approved permit drawings and the CQA/CQC Plan. Design and engineering services were provided
by CEC.
2.2. Project Schedule
The construction of the Leachate Storage Facility Upgrade began on October 2016 and was substantially
completed by December 21, 2016. Anson Contracting, Inc. of Stanley, North Carolina (Anson
Contracting) was the general contractor for construction ofthe Leachate Storage Facility Upgrade.
MJM/Oasis had a full-time monitor on site from December 12, 2016 through the project completion
date.
A geosynthetic material pre-construction meeting was held on December 12, 2016, and was attended by
representatives of ESI, Anson Contracting, and MJM/Oasis. Topics of this meeting included the project
scope, lines of communication and responsibilities, liner construction scheduling, material specifications,
geomembrane, and drainage geocomposite installation procedures. All parties in attendance were in
agreement concerning the scheduling, specification, and installation procedures.
Anson Waste Management Facility
Leachate Storage Facility Upgrade
Final Certification
Report

3

Detailed results of all of the required testing and material properties, and CQA monitoring services are
contained in this final certification report.

3. Subgrade Construction, Reinforced Steel and Concrete
Initially, the construction site was stripped of vegetation in the designated area. Fill was placed in the
Leachate Storage Facility Upgrade footprint to meet the design subgrade. The completed subgrade was
proof-rolled with a loaded truck to verify soundness and acceptability of in-situ material. Suspect areas
were undercut, and clean structural fill was placed by Anson Contracting and compacted and rechecked,
either by testing or by proof-rolling.

 Foundation and slab subgrades were approved for the design bearing pressure, and all
reinforcement was found to be placed in accordance with the plans.
 Reinforcing steel was inspected for the leachate tank walls. All reinforcing steel was found
to comply with the plans and project requirements.
 Concrete testing and sampling of foundations, slab, and walls were performed. All
compressive strengths for the foundations and slab concrete met or exceeded the required
compressive strengths. One set of cylinders had not reached 28 days at the time of this
letter. The 7 day break for this set met the required strength; therefore, it is safe to assume
that the 28 day breaks for this set will exceed the required strength.

4. General Monitoring Procedures

The CQA monitoring activities performed by MJM/Oasis during installation of the geosynthetic
components (HDPE geomembrane and drainage geocomposite) of the composite liner were as follows:

 Obtaining and reviewing all product submittals required of the manufacturer and installer

 Observing, documenting, and evaluating trial seam test results

 Observing and documenting HDPE geomembrane seaming techniques and field seams

 Identifying and documenting defects, as well as observing and documenting repairs

 Observing and documenting the installation of the drainage geocomposite and geotextile in
the leachate collection system

The CQA monitors were present at the site on a full-time basis to perform the above activities during the
installation of the geomembrane liner.

PHOTOGRAPHS
Subgrade preparation
Tank area
Rebar
Tank area rebar
Concrete Pouring
Floor of the tank
Completed Concrete Tank
Geocomposte deployment
Geocomposte Installation before Liner
Liner Installation
Fusion Welding
Extrusion Welding
\
Air Testing
Vacuum Testing
Positioning the Baten Strip on the inside wall
Securing Baten Strip
Weather Proofing the Baten Strip
Cap Strip Over the Baten Strip
Installation of Detection Device
Installed Detection Device
FIGURES
GEOMEMBRANE PANEL LAYOUT WITH
DESTRUCTIVE TEST AND REPAIR
LOCATIONS
APPENDICES
LISTING OF MONITORING AND
INSTALLATION PERSONNEL
CONSULTING
SERVICES
Listing of Quality Assurance
Monitoring Personnel
Anson Landfill Leachate Storage Facility Upgrade
Mike Monteleone Engineer/ Project Manager
Kash Khatami Lead QA Monitor
45 Woodstock Street, Roswell, Georgia 30075 • Telephone: [phone] • Fax: [phone]
Oasis Construclion Set vices. fnc dfb/a Oasis Consulting Services
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Nick Thommavongsa
Superintendent
Nick has 25 years of experience in the supervision of the installation and seaming of a variety of synthetic liners and components
in a wide range of industry applications. He has extensive experience in the on site supervision of safety, quality control,
and all required documentation. In addition to his supervisory experience Nick also has actual hands on installation experience
which far exceed all of the requirements to be qualified as a Leadman, Quality Control Technician and Master Seamer.
As the on site ESI Superintendent he is also responsible for the direct, day to day, on site safety management of the crew.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Monty Sanchaleun
QC Foreman
Monty has 20 years of experience in the installation and seaming of a variety of synthetic liners and components
in a wide range of industry applications.
He is familiar with current field welding and installation testing and documentation requirements.
He has experience and training for the execution of and documentation for required on site testing, QC and safety procedures.
He is also qualified to assist in the training of geomembrane Welders, Installers, and QC Technicians.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,72f Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Yan Yourm
Master Seamer
Yan has 11 years of experience in installation and seaming of a variety of synthetic liners and components
A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience.
Bounpheng is familiar with all currently utilized welding techniques, welder set up I maintenance, safety and installation procedures.
He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals,
and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
WestOudom
Master Seamer
West has 25 years of experience in installation and seaming of a variety of synthetic liners and components
A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience.
Bounpheng is familiar with all currently utilized welding techniques, welder set up I maintenance, safety and installation procedures.
He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals,
and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mfl, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerafd Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Vinit Rattanavong
Master Seamer
Vinit has 14 years of experience in installation and seaming of a variety of synthetic liners and components
A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience
Bounpheng is familiar with all currently utilized welding techniques, welder set up I maintenance, safety and installation procedures.
He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals,
and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Somphet Bounsithith
Master Seamer
Somphet has 24 years of experience in installation and seaming of a variety of synthetic liners and components
A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience.
Bounpheng is familiar with all currently utilized welding techniques, welder set up I maintenance, safety and installation procedures.
He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals,
and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 5-50,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC .
Name:
Position:
EXPERIENCE RESUME
Somboun Sadakhoun
Master Seamer
Somboun has 14 years of experience in installation and seaming of a variety of synthetic liners and components
A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience.
Bounpheng is familiar with all currently utilized welding techniques, welder set up I maintenance, safety and installation procedures.
He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals,
and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossir Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Sengphouthone Saysanavong
Master Seamer
Sengphouthone has 23 years of experience in installation and seaming of a variety of synthetic liners and components
A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience.
Bounpheng is familiar with all currently utilized welding techniques, welder set up I maintenance, safety and installation procedures.
He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals,
and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Patrisk Sengthavone
Master Seamer
Patrisk has 20 years of experience in installation and seaming of a variety of synthetic liners and components
A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience
Bounpheng is familiar with all currently utilized welding techniques, welder set up I maintenance, safety and installation procedures.
He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals,
and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258, 157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Oudone Phouthavong
Master Seamer
Oudone has 16 years of experience in installation and seaming of a variety of synthetic liners and components
A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience.
Bounpheng is familiar with all currently utilized welding techniques, welder set up I maintenance, safety and installation procedures.
He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals,
and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp, 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Khamphang Sinakone
Master Seamer
Khamphang has 14 years of experience in installation and seaming of a variety of synthetic liners and components
A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience.
Bounpheng is familiar with all currently utilized welding techniques, welder set up I maintenance, safety and installation procedures.
He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals,
and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mff, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Bounpheng Thammavong
Master Seamer
Bounpheng has 12 years of experience in installation and seaming of a variety of synthetic liners and components
A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience.
Bounpheng is familiar with all currently utilized welding techniques, welder set up I maintenance, safety and installation procedures.
He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals,
and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Sihalavongsa Sakoune
Geomembrane Welder
Sihalanongsa has 5 years of experience in installation and seaming of a variety of synthetic liners and components.
A Geomembrane Welder qualification requires a minimum of one million square feet of actual hands on
geomembrane welding experience.
Daravanh is qualified to set-up and operate seaming equipment to include the following machines: hot wedge, hot air,
extrusion, and sewing.
He is familiar with all currently utilized welding techniques, installation, and safety procedures.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40 Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIALTIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Khampraseuth Chindavong
Geomembrane Welder
Khampraseuth has 4 years of experience in installation and seaming of a variety of synthetic liners and components.
A Geomembrane Welder qualification requires a minimum of one million square feet of actual hands on
geomembrane welding experience.
Daravanh is qualified to set-up and operate seaming equipment to include the following machines: hot wedge, hot air,
extrusion, and sewing.
He is familiar with all currently utilized welding techniques, installation, and safety procedures.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
ENVIRONMENTAL SPECIALTIES INTERNATIONAL, INC.
Name:
Position:
EXPERIENCE RESUME
Daravanh Hansana
Geomembrane Welder
Daravanh has 4 years of experience in installation and seaming of a variety of synthetic liners and components.
A Geomembrane Welder qualification requires a minimum of one million square feet of actual hands on
geomembrane welding experience.
Daravanh is qualified to set-up and operate seaming equipment to include the following machines: hot wedge, hot air,
extrusion, and sewing.
He is familiar with all currently utilized welding techniques, installation, and safety procedures.
SQUARE
CUSTOMER LOCATION MATERIAL FEET COMMENTS
Southern Co. Plant Daniel MS 60 Mil, 40 Mil, Comp 3,900,000 Fossil Fuel
TVA Gallatin Fossil Plant TN GCL, 60 Mil, Comp 848,721 Fossil Fuel
Sonoco Products Ash Cell Closure SC 40 Mil, Comp 550,368 Ash Cell
WM North Milam Phase 1 North IL 60 Mil, Geo 258,157 MSW
ADS Evergreen Temp Cap GA 40Mil 534,422 MSW
WM-Meadowfill Cell WV GCL, 60 Mil, Comp 204,308 MSW
ADS Glacier Ridge WI 60 Mil, Comp 308,804 MSW
WM-Arden LF Cell N1 (D) PA GCL, 60 Mil, Comp 569,650 MSW
WM-Arden LF Stage 6 CAP PA 40 Mil, Comp 471,788 MSW
Rep-Sycamore Ridge IN 60 Mil, Geo 255,162 MSW
WM-Prairie View LF CEii 5 E IL 60 Mil, Geo 550,000 MSW
West Helena LF PH 2 AR GCL, 60 Mil, Comp 145,660 MSW
WCI-Oklahoma City LF OK 60 Mil, Comp 578,284 MSW
ADS-Emerald Park PH 3 WI 60 Mil, Comp 278,438 MSW
TOTAL 9,453,762
Page 1
MANUFACTURER'S
QUALITY CONTROL
CERTIFICATION
SECTION 1
HDPE GEOMEMBRANE
GSE Roll Allocation
Order S0-075755
Customer Environmental Specialties International, Inc
Project Name Enterprise Brine Pond #8
Roll# Resin Lot Product Code
104176260 15C1193 H DS-060AE-WBC-B-OO
104176261 15C1193 HDS-060AE-WBC-B-OO
104176262 15C1193 HDS-060AE-WBC-B-OO
104176263 15C1193 HDS-060AE-WBC-B-OO
104176264 15C1193 HDS-060AE-WBC-B-OO
104176265 15C1193 HDS-060AE-WBC-B-OO
104176266 15C1193 HDS-060AE-WBC-B-OO
104176267 15C1193 H DS-060AE-WBC-B-OO
104176268 15C1193 H DS-060AE-WBC-B-OO
104176269 15C1193 HDS-060AE-WBC-B-OO
104176270 15C1193 HDS-060AE-WBC-B-OO
104176271 15C1193 HDS-060AE-WBC-B-OO
104176272 15C1193 HDS-060AE-WBC-B-OO
104176273 15C1193 H DS-060AE-WBC-B-OO
104176274 15C1193 HDS-060AE-WBC-B-OO
104176275 15C1193 HDS-060AE-WBC-B-OO
104176276 15C1193 HDS-060AE-WBC-B-OO
104176277 15C1193 HDS-060AE-WBC-B-OO
104176278 15C1193 HDS-060AE-WBC-B-OO
104176279 15C1193 HDS-060AE-WBC-B-OO
104176280 15C1193 HDS-060AE-WBC-B-OO
104176281 15C1193 HDS-060AE-WBC-B-OO
104176283 15C1193 HDS-060AE-WBC-B-OO
104176284 15C1193 HDS-060AE-WBC-B-OO
104176285 15C1195 HDS-060AE-WBC-B-OO
104176286 15C1195 HDS-060AE-WBC-B-OO
104176287 15C1195 HDS-060AE-WBC-B-OO
104176288 15C1195 HDS-060AE-WBC-B-OO
104176289 15C1195 HDS-060AE-WBC-B-OO
104176290 15C1195 HDS-060AE-WBC-B-OO
104176291 15C1195 HDS-060AE-WBC-B-OO
104176292 15C1195 H DS-060AE-WBC-B-OO
104176293 15C1195 HDS-060AE-WBC-B-OO
104176294 15C1195 HDS-060AE-WBC-B-OO
104176295 15C1195 HDS-060AE-WBC-B-OO
104176296 15C1195 HDS-060AE-WBC-B-OO
104176297 15C1195 HDS-060AE-WBC-B-OO
15C1195 H DS-060AE-WBC-B-OO
104176301 15C1195 H DS-060AE-WBC-B-OO
GSE 8.2.4-020 Rev 01 02/10
Monday, April 13, 2015
Mfg Date Length
4/10/2015 560
4/10/2015 560
4/10/2015 560
4/10/2015 560
4/10/2015 560
4/10/2015 560
4/10/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/11/2015 560
4/12/2015 560
4/12/2015 560
4/12/2015 560
4/12/2015 560
4/12/2015 560
4/12/2015 560
4/12/2015 560
4/12/2015 560
4/12/2015 '560
4/12/2015 560
4/12/2015 560
4/12/2015 560
4/12/2015 560
4/12/2015 560
4/12/2015 560
4/13/2015 560
4/13/2015 560
4/13/2015 560
Page: 1 of 1
Gs E GSE Environmental, LLC
ENVIRONMENTAL.:"
ROLL TEST DATA REPORT
Sales Onier No. I Customer Name I
Roll Number
104176260
104176261
104176262
104176263
104176264
104176265
104176266
104176267
104176268
104176269
104176270
04176271
104176272
104176273
104176274
104176275
104176276
104176277
104176278
104176279
104176280
104176281
104176283
104176284
104176285
104176286
104176287
104176288
104176289
104176290
104176291
104176292
104176293
104176294
S0-075755 Environmental Specialties International,
Yokl ,=~ ~rr~ s= ASTM ASTM 06693 (ppi) DS199(mils) 05199(rri'a) MD
62
60
61
61
62
61
61
61
61
61
61
61
61
60
61
61
61
61
60
61
61
60
61
61
61
61
61
61
61
61
61
61
61
60
60
58
59
59
59
59
60
58
60
58
59
59
58
58
58
58
58
58
59
59
60
59
60
60
60
58
57
58
57
59
57
57
57
59
136
138
138
138
143
143
143
145
145
145
136
136
136
147
147
147
147
147
147
140
140
140
144
144
144
146
146
146
142
142
142
140
140
140
y..., sl's-rr
D66!13(ppi) TO
144
142
142
142
151
151
151
148
148
148
149
149
149
151
151
151
162
162
162
149
149
149
137
137
137
156
156
156
153
153
153
148
148
148
Inc
~ ... El~a,!f'
1>66!13(%) MO
17
17
17
17
16
16
16
17
17
17
17
17
17
17
17
17
17
17
17
16
16
16
16
16
16
17
17
17
17
17
17
17
17
17
17
17
17
17
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
17
17
17
17
17
17
299
284
284
284
286
286
286
296
296
296
298
298
298
300
300
300
319
319
319
296
296
296
305
305
305
274
274
274
297
297
297
259
259
259
Project Location
Saint Martinville LA US
Break s= D66!13{pp,)
TO
307
290
290
290
297
297
297
300
300
300
283
283
283
316
316
316
311
311
311
294
294
294
287
287
287
300
300
300
299
299
299
304
304
304
857
832
832
832
804
804
804
845
845
845
867
867
867
862
862
862
882
882
882
823
823
823
926
928
928
789
789
789
654
854
854
720
720
720
906
855
855
855
896
896
696
906
906
906
876
876
876
943
943
943
907
907
907
897
897
897
841
841
841
912
912
912
875
875
675
893
893
893
T-Rni!lana! ASTM D1004(ll!I) "°
51
47
47
47
49
49
49
51
51
51
50
50
50
51
51
51
49
49
49
48
48
48
47
47
47
50
50
50
47
47
47
52
52
52
T-RmialNlce ASTM 01004(11:J:!) TD
47
44
44
44
45
45
45
48
48
48
48
48
48
47
47
47
46
46
46
45
45
45
46
46
46
46
46
46
44
44
44
46
46
46
Product Name
HDS-060AE-WBC-B-00
149
145
145
145
152
152
152
150
150
150
148
148
148
147
147
147
140
140
140
149
149
149
147
147
147
156
156
156
144
144
144
151
151
151
~::; D1505(gkc)
Ca,boo ....
"""'"" ASTM 04218(%)
0.944 2.3
0.944 2.4
0.944 2.4
0.944 2.4
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.2
0.944 2.2
0.944 2.2
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.1
0.944 2.1
0.944 2.1
0.944 2.5
0.944 2.5
0.944 2.5
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
0.944 2.3
"""""' """"' Dillpl!llllion ASTM 05596 tv-· Cal.1-Clll.2)
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
Page 1 of 2
Report Date:Apr/13/2015
SOL Number
Gs e GSE Environmental. LLC
ENVIRONMENTAL"
ROLL TEST DATA REPORT ~ ~
Salos Ofder No. Cuslomer Nome Projoct Loc•llon Product Name
S0-075755 Environmental Specialties International, Saint MMlnville LA US HOS-lJ60AE--WBC-B-OO
Inc
ca.t., ---. .,. y ... ..... ,._ ..... '=' ..... , ... ~ "::' .,_.., ....... ~ ~ ~ ~-..~ '.:.ii:" "':1:11"' °:l,':;"' ... ......,, -..,~
Roll Numbor ·-· '=-... N ....,.. ... _ 'l;';,1 .,,_, """" .. , .. or.c..,u., -.. ... , ~,..l _,,.., ~-, ~-, ~"' 06&Df'il O"t,,WII o,~,_, ~'!l., .... , .. (Y-• 0'5tN[ltk,u O,tlll-t,J ... ,o "' "' 01-"»~ 0011nu c.&l-c.11
104176295 61 S9 137 143 17 17 296 2llO 871 872 48 45 144 0.944 2.4 10
104176296 61 60 137 143 17 17 296 280 671 872 48 45 144 0.944 2-4 10
104176297 60 58 137 143 17 17 296 280 871 an 48 45 144 0.944 2.4 10
104178299 61 58 139 156 17 16 281 280 831 871 49 45 151 0.944 2.3 10
1104176300 61 59 139 156 17 16 281 280 831 87 49 45 151 0.944 2.3 10
104176301 61 60 139 156 17 16 281 280 831 871 49 45 151 0.944 2.3 10
Laboratory Manager ---~-=--"""~"""''---"'~4--=-/' ....... ~,::....;:....::::t..-;_-___ _
Page 2 of 2
Report Dota:Apt/1312015
SOL Number
::@::, Formosa Plastics
FORMOSA PLASTICS CORPORATION, TEXAS
201 FORMOSA DRIVE PHONE: ( 888 )FPCUSA3
"' BOX 700
~JINT COMFORT TX 77978
Certificate of Analysis
CUSTOMER:GSE ENVIRONMENTAL, LLC
UP TRACK 14732 WESTFIELD
HOUSTON
PRODUCT :HL3812
RAILCAR
TEST ITEM
Melt Index,g/lOmin
HLMI, g/10 min.
Density, g/cm3
TX
FPAX940119
77070
S/0 NO
CUSTOMER PO
DATE SHIPPED:
LOT NO
WEIGHT (LB) :
CUSTID:FT03112
REFERENCE METHOD
ASTM D1238
ASTM D1238
ASTM D1505
SEQ2D32
03-502450
3/18/15
15Cll93
196,800.00
SPIDM4
TEST VALUE
.070
11. 3
.9366
QC SUPERVISOR: LINDA KAO
::@:= Formosa Plastics
FORMOSA PLASTICS CORPORATION, TEXAS
~01 FORMOSA DRIVE PHONE: ( 888 )FPCUSA3
l BOX 700
... \)INT COMFORT TX 77978
Certificate of .Analysis
CUSTQMER:GSE ENVIRONMENTAL, LLC
UP TRACK 14732 WESTFIELD
HOUSTON
PRODUCT :HL3812
RAILCAR
TEST ITEM
Melt Index,g/lOmin
HLMI , g/10 min .
Density, g/cm3
TX
FPAX940096
77070
S/0 NO
CUSTOMER PO
DATE SHIPPED:
LOT NO
WEIGHT (LB) :
CUSTID:FT03112
REFERENCE METHOD
ASTM D1238
ASTM Dl238
ASTM 01505
SEQ2D33
03-502450
3/18/15
15C1195
196,500.00
SPIDM4
TEST VALUE
.060
10.6
.9365
QC SUPERVISOR: LINDA KAO
GSE
ENVIRONMENTAL"
Job Name:
Sales Order:
Required Testing:
Specification:
Product Code
HDS-060AE-WBC-B-OO
HDS-060AE-WBC-B-OO
Approved By:
Date Approved:
Report Date
4/13/2015
Quality Assurance Laboratory Test Results
Enterprise Brine Pond #8
75755
ASTM D 3895 --Standard Test Method for Oxidative Induction Time of Polyolefins
by Differential Scanning Calorimetry
ASTM D 5397 --Standard Test Method for Evaluation of Stress Crack Resistance
of Polyolefin Geomembranes Using Notched Constant Tensile Load Test
D 3895 -> 100 Minutes
D 5397 -> 500 Hours
Resin Lot Number Test Results
15C1193 PASS
15C1195 PASS
Debra Gortemiller
April 13, 2015
The above stated data shall not be reproduced except in full, without the written approval of the laboratory.
SECTION 2
GE.QCOMPOSITE
~ ~.....,;.~, .. ~
October 20, 2016
Environmental Specialties Int'I, Inc Ref. : WCI Anson Evaporation Ponds, NC
7943 Pecue Lane, Suite A Customer P.O.# 24269
Baton Rouge, LA, 70809 Product : TN 270-2-6
We hereby certify that the TN 270-2-6 drainage geocomposite, meets or exceeds the project requirements as
stated in the specifications. The properties listed in this section are:
Property Test Method Unit Value I Qualifier
Geonee
Thickness ASTM D 5199 mil 250 MAV6
Carbon Black ASTM D 4218 % 2.0 MAV
Tensile Strength ASTM D 7179 lbs/in 55 MAV
Melt Flow ASTM D 12382 g/10 min 1.0 Maximum
Density ASTM D 1505 a/cm3 0.94 MAV
Transmissivitv1a ASTM D 4716 m2/sec 3.0 x 10-3 MAV
Composite
Ply Adhesion ASTM D 7005 lb/in 1.0 MAV
Tra nsmissivitv1b ASTM D 4716 m2/sec 5.0 x 10-4 MAV
Geotextile3 & 4
Fabric Weight ASTM D 5261 oz/vd2 6.0 MARV5
Grab Strength ASTM D 4632 lbs 160 MARV
Grab Elongation ASTM D 4632 % 50 MARV
Trap Tear Strength ASTM D 4533 lbs 65 MARV
CBR Puncture ASTM D 6241 lbs 450 MARV
Water Flow Rate ASTM D 4491 anm/ft2 125 MARV
Permittivity ASTM D 4491 sec-1 1.63 MARV
AOS ASTM D 4751 US Sieve 70 MaxARV
UV Resistance ASTM D 4355 %/hrs 70/500 MARV
Notes:
la. Transmissivity measured using water at 21 ± 2 ° C (70 ± 4 ° F) with a gradient of 0.1 and a confining pressure of 1 O, 000
psf between steel plates after 15 minutes.
lb. Transmissivity measured using water at 21 ± 2 ° C (70 ± 4 ° F) with a gradient of 0.1 and a confining pressure ·or 10,000
psf between steel plates after 15 minutes.
2. Condition 190/2.16
3. Geotextile and Geonet properties are prior to lamination.
4. Geotextile data is provided by the supplier.
5. MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97.5% of all
the test data.
6. Minium average value
.
Sincerely, a, ~Pdd
Rajesh Patel
OA Manaqer iA.
571 lndustria/ Parkway, Commerce, GA 30529 *Ph: 706-336-7000 *Fax: [phone] *Email: [e-mail]
~ Product: TN 270-2-6
Project: WCI Anson Evaporation Ponds, NC
~ We hereby certify the following test results for the above referenced product/project :
Geocomposite Geonet
Ply Adhesion Carbon Tens11e
Roll Number (lb/in) Transmissivity Resin Lot Density Thickness Black Strength Transmissivity
(m2/sec) Number (g/cm3) (mils) MD (m2/sec) Side"A" Side"B" (%) flh/in,
72981010001 2.n 2.46 9.44 x 10-4 PSPX 002159 0.9535 263 2.35 90 5.88 x 10-3
72981010002 PSPX 002159 0.9535
72981010003 PSPX 002159 0.9535
571 Industrial Parkway, Commerce, GA 30529 •Ph: 706-336-7000 •Fax: [phone] •Email: [e-mail]
POLYETHYLENE RESIN CERTIFICATION
Customer Name :
Project Name :
Geocomposite Manufacturer :
Geocomposite Production Plant :
Geocomposite Brand Name :
Environmental Specialties Int'I, Inc
WCI Anson Evaporation Ponds, NC
SKAPS Industries
Commerce, GA
TN 270-2-6
We hereby certify the following test results for the above referenced product/project:
Resin Resin Test
Manufacturer Lot Number Property Method
Marco Polo International Density ASTM 01505 PSPX 002159 Melt flow Index ASTM D1238<•l
(a) Condition 190/2.16
* Data from SKAPS Quality Control
Resin
Units Manufacturer
Value
g/cm3 0.9480
g/10 min 0.17
571 Industrial Parkway, Commerce, GA 30529 • Ph : 706-336-7000 •Fax: [phone] •Email: [e-mail]
Tested
Value*
0.9483
0.19
~ Geotextile Certification
Product: TN 270-2·6
~ Project: WCI Anson Evaporation Ponds, NC
We hereby certify the following test results for the above referenced product/project :
GEOCOMP FABRIC WEIGHT GRAB GRAB GRAB GRAB TRAP TRAP CBR AOS WATER-PERM-ITV
ROLL# SIDE oz/yd2 lbs. ELG% lbs. ELG% lbs. lbs. PUNCTURE us sieve FLOW sec·1
(MD) (MD) (XMD) (XMD) (MD) (XMD) lbs gpm/tt2
Side A 72981010001 6.62 167 68 174 82 75 80 495 70 133 1.77
Side B 6.62 167 68 174 82 75 80 495 70 133 1.77
571 Industrial Parkway, Commerce, GA 30529 • Ph : 706-336-7000 •Fax: [phone] •Email: [e-mail]
GEOMEMBRANE
DOCUMENTATION
SECTION 1
SUBGRADE ACCEPTANCE
CERTIFICATES
CERTIFICATE OF SUBGRADE SURFACE ACCEPTANCE
INSTALLER: ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
PROJECT NAME: WCI ANSON LEACHATE PROJECT NO: 16-07-1332 __ .......;;.,~~=---
LOCATION: POLKTON.NC
AREA ACCEPTED: PANEL-1 THRU PANEL-8 __________ .;_;_,;_;_ ____ ....:......:......:......:.. ___________ ~
PANEL NUMBERS: PANEL-1 THRU PANEL-8
GRADE ACCEPTANCE: INSPECTOR:
GENERAL CONTRACTOR:
OWNER:
AUTHORIZED REPRESENTATIVE:
The undersigned, Nick Thammavongsa ,certifies that he/she is a representative of Environmental
Specialties International, Inc. authorized to execute this certificate, that he/she has visually inspected the
subgrade surface described above on 12/13/2012 and found the surface to be acceptable
for installation of the geomembrane.
This certification is based on observation of the surface of the subgrade only. No subsurface inspections
or test have been performed and Environmental Specialties International, Inc. makes no representations or
warranties regarding conditions which may exist below the surface of the subgrade.
ORIZED REPRESENTATIVE OF ENVIRONMENTAL SPECIAL TIES INTERNATIONAL, INC.
Superintentdent 12/17/2016
Signature Title DATE
V-<? D,
7
Title DATE
7943 PECUE LANE SUITE A -BATON ROUGE, LA. 70809 -PHONE [phone] -FAX [phone]
r;'.·
SECTION 2
GEOMEMBRANE PANEL
DEPLOYMENT LOG
PROJECT# : 163826
PROJECT DESCRIPTION : Leachate Tank
PAGE APPROX. TOTAL (SQ FT): // i ').... 7
DAILY TOTAL {SQ FT): l f 12:-4: ;
ACCUMULATED TOTAL(SQ FT): // I I)... t 7
OASIS COl ~TING SERVICES
GEOMEMBRANE PANEL DEPLOYMENT LOG
OWNER: Waste Connections
ENGINEER: CEC PAGE# L
~
REVIEWED B~assoud Madani
DATE: DEC 2 0 2016
SECTION 3
GEOMEMBRANE TRIAL SEAM LOG
OASIS CONSUL .] SERVICES
GEOMEMBRANE TRIAL SEAM LOG
PROJECT# : 163826
PROJECT DISCRIPTION : Leachate Tank
PROJECT LOCATION : Polkton, NC. .. I -FU-S-IO_N_W_E_LD ... i ... EXT-R-US-IO_N_W_EL_c}
TF/TXI TIME IAMB IMACHJ WELD I SPEEDIWEDGEI PRE I BARREL
ID# TEMP.I ID# I TECH SET I HEAT I SET
ITf-1 ltos1 I <t6 I Yt1sl t<-51 ~.') I Cf,6D
,)(.-\ I 13;0 I tr7 1~"711 DH-
l)c:il /31.<f Lf"~ [s",,o 11 v·~ -......
CONSULTING
SERVICES
PEEL VALUE lbs/inch
OWNER: Waste Connections
ENGINEER: CEC
INSTALLER: ESI
DATE: t :2., I 2.t I PAGE# __ _
SHEER VALUE lbs/inch P/F I QA I COMM
Mont. ENTS
I 3 . 1-. I 1
~o I 1
~111 ~1 1 I I 11>i l'fl-lJ T T~ \qi l"l~l1ci:1-I P
INSIDE I H-1 I t '].-lr1,"l K++ 1J>s OUTSIDE 13'3 15'1 iYl-
INSIDE l~i 12..b }?
OUTSIDE ---l 7,I l6tl1 S>J I p Kl,).. I S/5 '~Cfl 111
IN<:1m: ·~ -\>4 !41 . ·-
OUTSIDE --I ~ f M IS.15 -INSIDE --
OUTSIDE -INSIDE --
OUTSIDE -INSIDE --OUTSIDE -INSIDE --
OUTSIDE -INSIDE --
OUTSIDE -INSIDE --
OUTSIDE -INSIDE --OUTSIDE -INSIDE ---
OUTSIDE
FUSION MINIMUM PEEL VALUE:_91__ FUSION MINIMUM SHEER VALUE:_120_
EXTRUSION MINIMUM PEEL VALUE:_78__ EXTRUSION MINIMUM SHEER VALUE:_120_
Massoud Madani
REVIEWED BY: _____ _
DATE : DEC 2 0 2016
PROJECT# : 163826
PROJECT DISCRIPTION : Leachate Tank
PROJECT LOCATION : Polkton, NC.
FUSION WELD
TF/TX TIME AMS MACH WELD SPEED WEDGE
ID# TEMP. ID# TECH SET
rr·iic-i Vft --rJ73·~ 11-5· .. -,l.:,.,1
fx..."2, o73t ,i-5°3%-t DH --·
1x-3 13-S-o '-17 5a107. i; fl.... ----
Tx~'{ 1115 'It ~3!41 DH --
REVIEWED B~~SSOUd Madan;
DATE: DEC 2 n 2016
OASIS CONSU '. 3 SERVICES
GEOMEMBRANE TRIAL SEAM LOG
~......_....
CONSULTING
SERVICES
OWNER: Waste Connections
ENGINEER: CEC
INSTALLER: ESI
DATE: 11, I 3, t I l
I (
PAGE# ....2::_
EXTRUSION WEL[
PRE BARREL PEEL VALUE lbs/inch SHEER VALUE lbs/inch P/F QA COMM
HEAT SET Mont. ENTS
55.., SSo INSIDE i{,5 IL( 1 qi 15·3 IT~ I '1 S f k11 5;5 11i ,,, ,,o 181 OUTSIDE .. ----
5S'o INSIDE \"'12 , . ., 0 iSJ 1'1"{ 17 (. l "l' f 5So l, .. ,,, 1,~ r8Y IGH-'":>, s OUTSIDE -----
INSIDE /3--l ''<' ;«-( !<-/ ~ ! ,__.::, \ L'-1 p Ss.., S.50 OUTSIDE -t 2..3 ,so 17-1 ·,~> 14( 51,,~ ----
·:,-'Sb 5So INSIDE J '5"'8 I ~ /I:, 160 /12 f' >(> rt'I 151-\1,l-' 1'59 f5'j KL~ OUTSIDE ----.....
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
FUSION MINIMUM PEEL VALUE:_91__ FUSION MINIMUM SHEER VALUE:_120_
EXTRUSION MINIMUM PEEL VALUE:_78__ EXTRUSION MINIMUM SHEER VALUE:_120_
PROJECT# : 163826
PROJECT DISCRIPTION : Leachate Tank
PROJECT LOCATION : Polkton, NC.
FUSION WELD
TF/TX TIME AMB MACH WELD SPEED WEDGE
ID# TEMP. ID# TECH SET
1x-1 o72o Lf'J sn, Dt-1 --
Tx,J. o7~ '-13 5.,,, l-v~ --·
~)(,} "7sc lf6 53S'f t> \-\-~ '---
I'll-~ ll-3c 'f::r S<>10·2. VP---
Massoud Madan,
REVIEWED BY:: ___ -=-_--
DATE = DEC 2 n 2016
OASIS CONSUL J SERVICES
GEOMEMBRANE TRIAL SEAM LOG
~~
CONSULTING
SERVICES
OWNER: Waste Connections
ENGINEER: CEC
INSTALLER: ESI
DATE: I .21 I y I I 6 j j PAGE# 3
EXTRUSION WELC
PRE BARREL PEEL VALUE lbs/inch SHEER VALUE lbs/inch P/F QA COMM
HEAT SET Mont. ENTS
INSIDE 1.39 f(J /22... 11 '\ le;Cj I F l<J./ fhi.11 55,,, 5So OUTSIDE -'/f c; \l; 1 "63 It/ rP wc::1J -----I
55, ~So INSIDE 115 1'>5 lh3 H,i 160 f l<tl ng /')) i72-15b OUTSIDE -----1'5"
INSIDE 13, f O) i3t 136 •'-13 1~4 )bb k ~ S-5.,. ~~ OUTSIDE -----f 6 2--1-; .;-)'t~ f'
~9 INSIDE I 11£ /5> /'1(,, I '-\O 13,; /tq i 9'c f 597 -165 1>"5 NC ~ OUTSIDE ---..-
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
FUSION MINIMUM PEEL VALUE:_91__ FUSION MINIMUM SHEER VALUE:_120_
EXTRUSION MINIMUM PEEL VALUE:_78__ EXTRUSION MINIMUM SHEER VALUE:_120_
OASIS CONSL 3 SERVICES
GEOMEMBRANE TRIAL SEAM U >G
PROJECT#: 163826 OWNER: Waste Connections
PROJECT DISCRIPTION : Leachate Tank C t?c,!~ ENGINEER: CEC
INSTALLER: ESI l/ SERVICES 12:z \,d .:::'. PROJECT LOCATION: Polkton, NC. DATE: PAGE# ; -'
FUSION WELD EXTRUSION WELIJ
TF/TX TIME AMB MACH WELD SPEED WEDGE PRE BARREL PEEL VALUE lbs/inch SHEER VALUE lbs/inch P/F QA COMM
ID# TEMP. ID# TECH SET HEAT SET Mont. ENTS
) ~ 1:,
INSIDE rr, :2.<> ·-; t'H' lfb ,ct
7>.-1 cir 53 s: 102 'v R --"..:> ,.,-1) HI i "St -7 -2v;..; i'6f, p Kd-. " OUTSIDE ----· -t )
,~, ., INSIDE / ,-.'-{ /Of IILi I~" it,{ 11g .p ~ I J.-'-· cNo )J 5J6i 85 --))L' )')--V 1%, -z.._.7-o )it f'\J OUTSIDE ---~ -
"'-J IJ2;-3y 53~ INSIDE 1st ;,-~ I J "1 ,,2 17'1-J.:;,j {) /q{ ds --'>Sb SJo 'Tl lqf ,&J, l1"'l OUTSIDE ----
]5" 1..-,· ~ v'~ --<i~LJ INSIDE 5 1-1tJ I '13 i {-3 It) 2oi I>''{ 2.:, if f r++ r;. _ 'f ( 3., ,J 17"° I..;; Z---))" 't,<)v lb1 OUTSIDE ------
~)-1310.::,
,. __
04-~ -5" St µ)i:,5_, INSIDE i11 ;--s-~1 ( '10 I> 1. ;1JC1 p )) foe?~ ;,r:'1 (;,L .2..tii ITL llS' ~ OUTSIDE ------
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
FUSION MINIMUM PEEL VALUE: '1 FUSION MINIMUM SHEER VALUE: 120 ----
EXTRUSION MINIMUM PEEL VALUE: 78 EXTRUSION MINIMUM SHEER VALUE: 120 -,-----
REVIEWED B~~SSOUd Madan;
DATE: DEC 2 8 2016
,
OASIS CONSL 3 SERVICES
GEOMEMBRANE TRIAL SEAM LC ~G
PROJECT# : 163826 OWNER~ Waste Connections
PROJECT DISCRIPTION : Leachate Tank C t~L~ ENGINEER: CEC
INSTALLER: ESI SERVICES
J h-7 \71{6 5 PROJECT LOCATION: Polkton, NC. DATE: PAGE#
FUSION WELD EXTRUSION WEL[
TF/TX TIME AMB MACH WELD SPEED WEDGE PRE BARREL PEEL VALUE lbs/inch SHEER VALUE lbs/inch P/F QA COMM
ID# TEMP. ID# TECH SET HEAT SET Mont. ENTS
.DH-INSIDE IZ-4 /'-j l-/{;5:' I 'I z_. /),;;
1'>'1 p ~ tx-1 D7t5 31 5o;J -. Y5v )5b 171 fT~ \q_o It& OUTSIDE ----· -
-INSIDE q3 !4)'i I '16 lo 2-I 1..-1 I ci p ~ Tx..--z. 0-,30 31 'f'Yt't !3S -)~ s-w I j1 ·21 't 2oj i:z...3 OUTSIDE -----·
{)<..-) 3> I v/2..... -INSIDE l ',"·~ \.\l i 'iG l'f5 J5.:, p ~ 01~5 §oioi-,. -):)-0 5S-V 221: Lo'f 1155 It~ l~J OUTSIDE -----
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
FUSION MINIMUM PEEL VALUE: -~1 FUSION MINIMUM SHEER VALUE:_ 120 --
EXTRUSION MINIMUM PEEL VALUE:_ 78 EXTRUSION MINIMUM SHEER VALUE: -120 ---
REVIEWED ~ssoud Madaoi
DATE: DEC 2 o 2016
SECTION 4
GEOMEMBRANE FUSION AND
EXTRUSION SEAM LOG
CONSUlllNG
SERVICES
PROJECT NUMBER: 163826
PROJECT DESCRIPTION: Leachate Tank
PROJECT LOCATION: Polkton, NC.
OASIS CONSUL TING SERVICES
GEOMEMBRANE FUSION SEAM LOG
PASSING TRIAL SEAMS
OWNER: Waste Connections
ENGINEER: CEC
INSTALLER: ESI DATE: i ~ I J../ ,,
NO. TIME TECH ID I n-1 · 1 '·'~ I K-r I DESTRUCTIVE SEAM LENGTH CARRY-OVER
FROM PAGE# ( 4-) r/
MACHINE# 11t5 PAGE NUMBER: __ 1,.__ __
.. MACHINE SETIINGS LENGTH O PASSING -NON
SEAM SECTION APPROX. AMB. DIGITAL SET INDICATOR APPROX. FROM LOCATED DESTRUCTIVE TESTING
SEAM START . FINISH START AIR WELD MACH LENGTH PREVIOUS DESTR. QA TEST QA
NUMBER POINT . POINT TIME TEMP TECH SPEED WEDGE WEDGE WELDED DESTR. NO. MON. REMARKS DATE MON.
r I ~ wei>..S . ~.) ll,o s <.+, K,S )") 'itfo 16( 150 loc/.50 [)F...-1 K~ / l., 13 l<.H:
5 I '
gEi.>~ ·T'.Eo5 f3:lo LM" ks S·~ {60 S6., If t, -f::f, ,.2 .. 113 ~ :~ I ,_, .B.&..> · 1fu) 1.3 sz, 'I'*" K; "5 · 1 'if6d '?6~ I 1 ,J.... ./ /.4t-11...,, 3 l<H
( I g l?fo.5> • TE3.:, .5 /9>c tt9 ks )•) gev ~ .. ;f-,1, --&-C~fft J tJ../IJ k::.\-1
l/ I 8 (3~..5 •16v.> /5,;,3' L{~ ks .. ---~--g-6 .. ii '1 D ~ c "lPe ~ · I "l-/\:, \~ ~-~ -
I .
I .
I .
I
I
I
I
I
I
I
• REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), PAGE TOTAL: 1--to •• DATA TO BE COMPLETED BY THE
DEFECT NUMBER OR A POINT LOCATION ON A SEAM PAGE DESTRUCTIVE LENGTH CARRY-OVER <,-o DATA REVIEWER ONLY.
DAILY TOTAL WELDED (FT) 1!:\o
REVIEWED BY= Massoud Madani NOT£'. B i;o.S 5 otl-q,'V\ b\D of SEtLNJ DAILY DESTRUCTIVE LENGTH CARRY-OVER cio
l&o'::7 · To? frlD J-Stlt/Y1 DATE: AC'I" ? A 2016
OASIS CONS NG SERVICES
GEOMEMBRANE EXTRUSION SEAM AND TEST LOG
PROJECT# : 153518
PROJECT DISCRIPTION :Leachate Tank
PROJECT LOCATION: Polkton, NC.
MACH ID# S"o lo2-
SEAM SEAM SECTION START AMB WELD
# START FINISH TIME TEMP TECH
I 6 (,.J Eos ~~ ,~1, S-o 'If<
I 5 Wfo5 cG;>s f'1i5 5 C> tip .....
. I 6 Gw'> Wev5 I 6.?i 5b V(l...
I 'is S{Ps. rJi:Y5 f 611 50 -.;(<._
~ 'S 56:>) NOl5 ,,2~ y:, ..;~
5 1 BE~ Tl::,S 1?,30 So ti!)...._
PAGE TOTAL
PAGE CARRY OVER
DAILY TOTAL WLDED
DAILY CARRY OVER
Massoud Madan;
REVIEWED BY DEC 2 O 2016
DATE:
APPROX
LENGTH
0-=r
81
'-I
.).. ')_.
ri
t (
2.._o3
CONSULTING
SERVICES
EXTRUSION SEAMING
LENGTH DESTRUCT QA FROM LAST LOCATION
DESTRUCTIVE # Mont.
--~u
~;/5o Dx~2 K\-t
S"'f -~
16 -~
'7~ -,9-t
( oS ~ tu·
105
.,_03.
/05
NON DESTR.
TEST DATE
n-113
1 Z..113
I 1,/ I '3,
1 '2.., I)
)'t; '3
I 1,11 ~
OWNER : Waste Connections
ENGINEER : CEC
INSTALLER: ESI
DATE: ("Lc\'Z.-db » PAGE# '2-
CARRY OVER FROM PAGE# (-t-)-¥---FT
VACUUM TESTING
TECH SEAM SECTION P/F QA REMARKS
ID START FINISH Mon
.:r" ~> 1,JCo) r I~
So l;e,5 IJv tbs p ~
-.5:~ E:Eo> 1,-.)(j;,';, f 4\--
.::s <:> 5~ ."1~~ p ~ I
.~ .)€,.,_';, 1'1 Ci):, r ~
;j., Is 6v? Tiios f t.,;\ c._;ir.,~·
OASIS CONS, '\IG SERVICES
GEOMEMBRANE EXTRUSION SEAM AND TEST LOG
PROJECT ff ; 153518
PROJECT DISCRIPTION :Leachate Tank
PROJECT LOCATION: Polkton, NC.
MACH ID# ,ooTj
SEAM SEAM SECTION START AMB WELD
# START FINISH TIME TEMP TECH
).... '-{ l,..Jf:o> G: G..::,.s /33] 70 DH-
2-3 \...li,oS 6:b~ It 'f8 5-o DH-
J_ 1 N£a5 S~> \too So D~
I 1 /\J6'') SM \ b \0 5.:. Dt\'
3 l-!3£=0) Tl;..:,~ f(.;Ls 5''t> Di.+
PAGE TOTAL
PAGE CARRY OVER
DAILY TOTAL WLDED
DAILY CARRY OVER
Massoud Madani
REVIEWED BY : DEC 2 IJ 201' __ ..,. ----·-
DATE:~~~~~~-
CONSULTING
SERVICES
EXTRUSION SEAMING
APPROX LENGTH
FROM LAST
DESTRUCT
LOCATION QA
LENGTH DESTRUCTIVE # Mont.
98 Cfo( f t>x-\ ~ 5-,-hri -~
18 lb -14\
2-'2-/en) -~
If II I -h-
~DI
Ill
2._o(
I/I
NON DESTR.
TEST DATE
I l 111-
;~,, 'l,..-
I 1-,.1'l-
il,ll--
l ~ iJ.
OWNER : Waste Connections
ENGINEER : CEC
INSTALLER: ESI
DATE: \ '2..1 \ Z....,\L I J PAGE#_j_
CARRY OVER FROM PAGE# (f ) -1--FT
VACUUM TESTING
TECH SEAM SECTION P/F QA REMARKS
ID START FINISH Mon
ts Wc-o~ f!rf,,) p ~
lo lJ O,)~ ~s r 4
Kj ""'~) (-,;.,) p ,41
;£'.....~ Wiaj.:, &,) f KJI---
K'J 13&> 'fG,) p {Li:,. v..y11cJ .
SECTION 5
GEOMEMBRANE DEFECT, REPAIR AND
VACUUM TEST LOG
OASIS CONS NG SERVICES
GEOMEMBRANE DEFECT AND REPAIR LOG
PROJECT# : 163826
PROJECT DESCRIPTION : Leachate Tank
PROJECT LOCATION : Polkton, NC.
DEFECT DEFECT LOCATION DEFECT
CODE SEAM, PANEL OR DEFECT DEFECT LOCATION TYPE CODE DESCRIPTION
A I / ;J... 501 W~t-4 E&5 .Df -,
B ;l.. 12.1 w .. 1r--E. I£ I r.J. -.,f-s. L._;T
c ') S' IN ··f E J 6' ,J. c{,-S. c..;T
D 2 6; W~f E/ t 'N .,;--S C11T ·
F J.. II t,.J,Ff;:/6'N·f.5 c...v1f
G I/ 5 / h ~ P"""'.e.( \ .. .{-T
H 'J-,/3.,c.f 3 ?""--<-I I ... -t l .
J 2. / '-f Jo' W<eJt-c.l-~s DX-I
K l / 5 '2-3; tAST { W€;;:, > 1).>li:-1.,.
M ~I 4_ I '~ j Pc.-<-{ l"t T
N l I '1-/ ~ ~ pc.-,.(!./ 'I\. t--T
p \ / b ' / i 3 Pev-~ \ l ,t-r
Q I / 5 i 1-:, P-.e.,( ),"\ t-T
R l I .?., I 1 ~ f -~l h+-T
s ?-./31'1-'J f......t '""-r T
T )... / 7, t:;' W~1"',;~ ~) Cv I
w .... 4./ t,J + e. J /, I 5, vi,... tv tc.,.1T ~
x
y
DEFECTS TYPES
BO-BURNOUT
DX -EXTRUSION DESTRUCTIVE
ED -EQUIP. DAMAGE
CO -CHANGE OF OVERLAP
CUT-CUT
D-DAMAGE
CR-CREASE
EXT -PANEL EXTENTION
FM -FISH MOUTH
FS-FAILED SEAM
INT -INTERSECTION
DF -FUSION DESTft.Jffill~OUd Mada9li INSUFFICIENT OVERLAP
REVIEWED BY : DEC 2 o 2016 ...-~v --DATE: _____ _
DATE
I'-/\ l.
\'Z.../\'Z,..-
\ '"L1\'Z...
\1..-11'1-
t 1../ , ...
12..,...,i.
l ,..,,, 7.
i 7....,..1 2--
\1.,"I Z....
)'Z...._,.17
11..../ ,;.
1 2....,, I l.-
l?./13
lJ..; 1'2-
, 1.../,;,
I 2-113
I ·i...1 ! 'f
CONSULTING
SERVICES
REPAIR
TYPE APPROX MACH
SIZE ID#
e bA J,->d icl'J.
t" l-><'Z... 5,,.11
f Z-.o ... s~, .. ·11
p 2.,< 'Z., "'°~11
f 1...-J( 'l--~-1'1
p )?(7 9>101..
f> J,.< ':7 5.,.n
p
'" '1.--
$'0 .. T1
,"' 'k. 1--[S'o lcl2
1"_1\P ... ,3 )=>l<> J.
p 'Z....,c:: 3 S:.101..-
C..l~P /I .X ) '53'i'i
WELD
TECH
Vrl..
DH
f'il-t
t)i+
l')t\
VR.
OH-
DH
VP-
v R.
v[<
vf.....
t:,lif If x: ?; 5"31S'f !) L-t p y .<.3 (Jf'"J !)\-1,
r>j)~ ii"< 3 5JS'f ~~-
p Z)i"l.-'i3lf4 \)rt
() 7 ,}(. '1-5c,~J.. \) (.).._
PT -PRESSURE TEST CUT
T -THREE PANEL INTERSECTION
VL-VACCUM LEAK
WR-WRINKLE
WS -WELDER RESTART
OTHER -----------------
OTHER -----------------
OWNER: Waste Connections
ENGINEER: CEC
INSTALLER: ESI
PAGE#_1...___
QA
MONT.
l(~.
Ktt
~
4
~""'
~
l'.:. l~
K...U
,,:.Jr
i(l-f-
14.1
"K.i+
'><ft
~\{"
K. t\
\:::..\-\"'
,<'.: .+-
VACUUM TEST
DATE
(2...,, 3,
12;,~
( l11J
, 2-.( I J
17-.113
I 2, I}
\1-;l 7
! Z....;I "$
tJ../1~
1.:i;,, , ,_;,;
f Z,./ I~
12,../1?
1~11;
1:J,./1~
12-.,13
I z,. 1'-l
TECH P/F QA
ID Mon
k, p ~
fc.<,-p ~
)(_<; f' ~
je_<; f ~
ic5 p ¥'.-\.\-
f:.5 r ~
k.5 p A\
Ks '( 'A'.
J' t7 ? K4-I
5o ? ~
Jo ? IA.
J _,. ( ~
j <> ? aj
Jo p 4\
'5 "' p ~
3';:, q> ~
3.., \'? tr:\.\-
REPAIR TYPES
P-PATCH
C-CAP
RS -RECONSTRUCTED SEAM
G&W -GRIND AND WELD
REMARKS
SECTION 6
FUSION AND EXTRUSION DESTRUCTIVE
SAMPLE TEST RESULTS
~TING, RESEARCH, CONSULTING ANO FIELO SERVICES
:USTIN, TX -USA I ANAHEIM, CA -USA I ANDEA!ICN, EiC -USA I GaLo CcABT -AUSTRALIA I SUZHcu -CHINA
Date: 2016-12-14
Mail To: Bill To:
Mike Monteleone
Oasis Consultant Services Oasis Consultant Services
' '
e-mail:[e-mail]
Dear Monteleone,
Thank you for consulting with TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to
submit this final report for laboratory testing.
Project: Anson Leachate Tank
TRI Job Reference Number: 26043
Material(s) Tested: (1) Heat Fusion Weld Seam(s)
(2) Single Extrusion Weld Seam(s)
Test(s) Requested: SAME DAY Peel and Shear
(ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
Codes:
AD
BRK
SE
AD-BRK
SIP
FTB
NON-FTB
Adhesion Failure (100% Peel)
Break in sheeting away from Seam edge.
Break in sheeting at edge of seam.
Break in sheeting after some adhesion failure -partial peel.
Separation in the plane of the sheet (leaving the bond intact).
Film tearing bond (all non "AD" failures).
100% peel.
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
James Burgess
Geosynthetic Services Division
http://www.geosyntheticstestinc.com
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES Ro. -AusT1N, TX 7B733 -USA I PH: aaa.aaa.TEST aA 51 2.263.21 a 1
Page: 1 of 3
/
.TING, RESEARCH, CONSULTING AND FIELD SERVICES
J;:USTIN, TX -USA I ANAHEIM, CA -USA I ANOERSCN, SC -USA I GCLO CCAST -AUSTRALIA I SUZHCU -CHINA
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS
TRI Client: Oasis Consultant Services
Project: Anson Leachate Tank
Material: 60 mil. HDPE
SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)
TRI Log#: 26043
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5
Sample ID: DF-1 I Weld: Heat Fusion
Side: A
Peel Strength (ppi) 128 144 126 138 132
Peel Incursion (%) <5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Side: B
Peel Strength (ppi) 134 139 138 144 131
Peel Incursion (%) <5 <5 <5 <5 <5
Peel Locus Of Failure Code SE SE SE SE SE
Peel NSF Failure Code FTB FTB FTB FTB FTB
Shear
Shear Strength (ppi) 181 176 179 177 178
Shear Elongation @ Break(%) >50 >50 >50 >50 >50
TRI ENVIRONMENTAL, INC.
9063 BEE CAVES Ro. -AUSTIN, TX 78733 -USA I PH: BOO.BBC.TEST aR 51 Z.263.21 a 1
Page: 2 of 3
MEAN
Peel A
134
Peele
137
Shear
178
DAILY FIELD REPORTS
CONSULTING
SERVICES
Client Name: Waste Connections
Project Name: Anson Landfill
Project No: 163826
General Contractor:
Location: Anson Landfill
FIELD INSPECTION REPORT
REGULAR WEEKLY
Oasis Report # 103
• The liner crew finished capping the batten strip.
• Placed an additional cap on the corners of the tank.
• Welded the pipe boot to the liner.
• Caulked and sealed all bolts, batten strip and corners.
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 12/17/2016 Day: Saturday
Weather: Overcast
Temperature: 32 -50°
Evaluation Type: Regular Weekly
Rainfall Amount: 0 inch
• Performed one more spark test on all joints and across the liner surface area.
Massoud Madani
Prepared By
Copyright Oasis Consulting Services 2016
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SERVICES
Client Name: Waste Connections
Project Name: Anson Landfill
Project No: 163826
General Contractor:
Location: Anson Landfill
FIELD INSPECTION REPORT
REGULAR WEEKLY
Oasis Report# 102
• Liner crew continued with capping and welding the liner cap.
• Installed a boot around the leak detection riser up.
• Bolted the riser pipe to the tank wall.
Massoud Madani
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Date:12/16/2016 Day:Friday
Weather: Overcast
Temperature: 32 -so·
Evaluation Type: Regular Weekly
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SERVICES
Client Name: Waste Connections
Project Name: Anson Landfill
Project No: 163826
General Contractor:
Location: Anson Landfill
FIELD INSPECTION REPORT
REGULAR WEEKLY
Oasis Report # 101
• Completed placing the batten strip.
• Installed a roll of neoprene between the batten strip and the liner.
• Caulked and sealed all bolts.
• Placed a liner cap over the batten strip/bolts.
Massoud Madani
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street. Roswell, GA 30075
Tel. 678· 739·2400, Fax [phone]
Date: 12/15/2016 Day: Thursday
Weather: Overcast
Temperature: 32 -so·
Evaluation Type: Regular Weekly
Rainfall Amount: a inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SERVICES
Client Name: Waste Connections
Project Name: Anson Landfill
Project No: 163826
General Contractor:
Location: Anson Landfill
FIELD INSPECTION REPORT
REGULAR WEEKLY
Oasis Report # 100
• The line crew continued with welding the liner to the Polylock strip.
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Date:12/14/2016 Day:Wednesday
Weather: Overcast
Temperature: 32 -so·
Evaluation Type: Regular Weekly
Rainfall Amount: 0 inch
• Performed the spark test on all welded joints and across the liner surface area, and repaird any leaks
found.
• Started placing the batten strip on the wait.
Massoud Madani
Prepared By
Copyright Oasis Consulting Services 2016
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SERVICES
Client Name: Waste Connections
Project Name: Anson Landfill
Project No: 163826
General Contractor:
Location: Anson Landfill
FIELD INSPECTION REPORT
REGULAR WEEKLY
Oasis Report# 99
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Date:12/13/2016 Day:Tuesday
Weather: Overcast
Temperature: 32 -so·
Evaluation Type: Regular Weekly
Rainfall Amount: 0 inch
• Liner crew continued with repairs, and trimming the liner at the embeded HDPE Polylock strip in concrete.
• The crew double patched all corners and all previously patched areas.
• Started welding liner from the west side to the Polylock strip.
• Destruct samples for fusion and extrusion welds were sent to TRI labs for testing.
Massoud Madani
Prepared By
Copyright Oasis Consulting Services 2016
( ~· \
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SERVICES
Client Name: Waste Connections
Project Name: Anson Landfill
Project No: 163826
General Contractor:
Location: Anson Landfill
FIELD INSPECTION REPORT
REGULAR WEEKLY
Oasis Report # 98
• Liner crew started with deploying Geo-composite and the 60 MIL liner.
• Approximately 11,124 Sq. Ft. of liner was depolyed.
• All trial welds met the passing criteria.
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 12/12/2016 Day: Monday
Weather: Overcast
Ten,perature:<32°
Evaluation Type: Regular Weekly
Rainfall Amount: 0 inch
• The liner crew began with doing the repairs, air test, and vacuum box on all defect areas and seams.
• A delivery of valves and pipes were recieved. (placed in the WCI workshop)
• Contractor continued with placing backfill on the east and south end of the tank.
Massoud Madani
Prepared By
Copyright Oasis Consulting Services 2016
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SERVICES
Client Name: Waste Connections
Project Name: Anson Landfill
Project No: 163826
General Contractor:
Location: Anson Landfill
FIELD INSPECTION REPORT
REGULAR WEEKLY
Oasis Report# 97
• Contractor continued with placing backfill around the tank.
• ESI liner crew indicated that they will be on site on Monday, 12/12/16
Massoud Madani
Prepared By
Copyright Oasis Consulting Services 2016
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 12/9/2016 Day: Friday
Weather: Overcast
Temperature: 32 -so·
Evaluation Type: Regular Weekly
Rainfall Amount: 0 inch
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SERVICES
CONCRETE TEST REPORT
Oasis Report# 95
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Project: Anson Landfill
Client: Waste Connections
Project Number: 163826
Date Made: ii72iV2016
Date Picked Up: 11/29/2016
~CONCRETE
LOCATION(S): Leachate storage pond walls, east section
TESTING: 1 Set(s) of concrete specimens (~ Cylinder(s) per set) were cast during the cast-in-place concrete
pour at the above referenced location, in accordance with ASTM C31. The cylinders will remain on
site for the initial 24-48 hrs curing.
COMPLIANCE: ~ Field placement of concrete appeared to be in accordance with the project specifications
(i.e., slump, temperature, etc)
D Deviations and/or noncompliances were noted during the field placement (refer to remarks
below)
CYLINDERS PICK UP: 1 Set(s) of concrete cylinders/~ cylinders per set were picked up & transported to Oasis
Consulting Services' laboratory for curing and testing in accordance with ASTM C39, C670/1231
FIELD CURING: Cylinders were stored for the initial 24-48 hours ~ Near the poured structure
REMARKS:
PICKED UP BY: Austin
Copyright Oasis Consulting Services 2016
~ In an insulated curing box
Dother
Prepared By: Austen McCoy
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SE:RVICES
CONCRETE TEST REPORT
Project: Anson Landfill
Project Number: 163826
Mix ID: 480H7000
Sampled By: Austen McCoy
PLACEMENT INFORMATION
Date Sampled: 11/28/2016
Time Batched: 6:55am
Time Sampled: 7:45am
Batch Plant: Concrete Supply Company-Anson, NC
Supplier: Concrete Supply Company -Anson, NC
Truck: 2247
Ticket: 3914760
I.D. Age Date Tested Dia. Area
(Days) (in.) (sq. in.)
1 7 12/5/2016 4.00 12.57
2 28 12/26/2016 4.00 12.57
3 28 12/26/2016 4.00 12.57
4 28 12/26/2016 4.00 12.57
5 28 12/26/2016 4.00 12.57
Maximum Strength
Load (lbs) (psi)
56525 4500
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Client: Waste Connections
Laboratory Number: 2928
Set Number:~
Strength Required (PSI): 4500
Slump (C143): 7.0 in.
Air Content (C231/C173): 4.4 %
Air Temp (C1064): 34 Deg. F
Mix Temp (C1064): 42 Deg. F
Unit Weight (Cl38):142.85 pcf
Yield (C138): cu ft./cu yds .
Sample Taken At: 25 cu yds.
Total Cubic Yards: 80
% Design Type of Reserve Strength Fracture
100.0 Type 3
~
UNLESS OTHERWISE SPECIFIED, TESTS WERE PERFORMED IN ACCORDANCE WITH ASTM TEST METHODS C31, C39, C138,
043, C173, AND C1064. FRACTURE TYPE INDICATED BY NUMBER
(Type 1) Cone (Type 2) Cone-split (Type 3) Vertical (Type 4) Shear (Type 5) Edge Fracture (Type 6) Pointed
Pour Location:
Leachate storage ta nk walls, east section ..
Remarks:
Copyright Oasis Consulting Services 2016
Sample Location:
Approximately 6' north of southeast wall corner
Reviewed By:
Gene Groves
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SERVICES
CONCRETE TEST REPORT
Oasis Report# 94
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Project: Anson Landfill
Cllent: Waste Connections
Project Number: 163826
Date Made: 11/18/2016
Date Picked Up:
~CONCRETE
LOCATION(S): Leachate storage pond walls, west section
TESTING: 1 Set(s) of concrete specimens ( Cylinder(s) per set) were cast during the cast-in-place concrete
pour at the above referenced location, in accordance with ASTM C31. The cylinders will remain on
site for the initial 24-48 hrs curing.
COMPLIANCE: ~ Field placement of concrete appeared to be in accordance with the project specifications
(i.e., slump, temperature, etc)
D Deviations and/or noncompliances were noted during the field placement (refer to remarks
below)
CYLINDERS PICK UP: 1 Set(s) of concrete cylinders/~ cylinders per set were picked up & transported to Oasis
Consulting Services' laboratory for curing and testing in accordance with ASTM C39, C670/1231
FIELD CURING: Cylinders were stored for the initial 24-48 hours D Near the poured structure
REMARKS:
PICKED UP BY: Dustin
Copyright Oasis Consulting Services 2016
I
~ In an insulated curing box
Dather
Prepared By: Lontake Williams
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SERVICES
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
CONCRETE TEST REPORT
Project: Anson Landfill
Project Number: 163826
Mix ID: 480H7000
Sampled By: Lontake Williams
Client: Waste Connections
Laboratory Number: 2913
Set Number: ~
Strength Required (PSI): 4500
PLACEMENT INFORMATION
Date Sampled: 11/18/2016
Time Batched: 7:12am
Time Sampled: 8:00am
Batch Plant: Concrete Supply Company -Anson, NC
Supplier: Concrete Supply Company-Anson, NC
Truck:2406
Ticket: 3908097
I.D. Age Date Tested Dia. Area
(Days) (in.) (sq. in.)
1 7 11/25/2016 4.00 12.57
2 28 12/16/2016 4.00 12.57
3 28 12/16/2016 4.01 12.63
4 28 12/16/2016 3.99 12.50
5 28 12/16/2016 4.00 12.57
Maximum Strength
Load (lbs) (psi)
47740 3800
59495 4730
57920 4590
60900 4870
Slump (C143): 7.5 in.
Air Content (C231/C173): 6.5 %
Air Temp (C1064): 48 Deg. F
Mix Temp (Cl064): 64 Deg. F
Unit Weight (C138):146.86 pcf
Yield (C138): cu ft./cu yds.
Sample Taken At: 30 cu yds.
Total Cubic Yards: 70
% Design Type of Reserve Strength Fracture
84.4 Type 2
105.1 Type 5
102.0 Type 3
108.2 Type 3
ti
UNLESS OTHERWISE SPECIFIED, TESTS WERE PERFORMED IN ACCORDANCE WITH ASTM TEST METHODS C31, C39, C138,
C143, Cl73, AND Cl064. FRACTURE TYPE INDICATED BY NUMBER
(Type 1) Cone (Type 2) Cone-split (Type 3) Vertlcal (Type 41 Shear (Type 5) Edge Fracture (Type 6) Pointed
Pour Location:
Leachate storage pond walls, west section.
Remarks:
Copyright Oasis Consulting Services 2016
Sample Location:
Southwest corner bottom section.
Reviewed By:~ I<..~
Gene Groves
Respectfully submitted
OASIS CONSULTING SERVICES
CONSUlTING
SERVICES
Client Name: Waste Connections
Project Name: Anson Cell 2C North
Project No: 163826
General Contractor:
Location: Leachate storage
FIELD INSPECTION REPORT
REGULAR WEEKLY
Oasis Report # 93
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 11/16/2016 Day: Wednesday
Weather: Sunny
Temperature: SO -70°
Evaluation Type: Regular Weekly
Rainfall Amount: O inch
The undersigned arrived on site as requested to evaluate reinforcing steel for the leachate storage pond.
The undersigned evaluated the reinforcing steel for the leachate storage pond north, south, and west walls located in the West
section of the storage pond. The reinforcing steel appeared to be in compliance with the plans on site, pertaining to bar size,
spacing, number of bars and water stop. Please see attached photos.
Lontake Williams
Prepared By
Copyright Oasis Consulting Services 2016
{(.~
Reviewed By
Respectfully submitted
OASIS CONSUL TING SERVICES
CONSULTING
SERVICES
Project Name: Anson Cell 2C North
Project No: 163826
General Contractor:
Ref# I
Additional Comments:
Oasis Reviewer
Copyright Oasis Consulting Services 2016
FIELD INSPECTION REPORT
REGULAR WEEKLY
For action Items found during this evaluation
Action Item I Photo Description
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Date: 11/16/2016 Day:Wednesday
Weather: Sunny
Temperature: 50 -70°
Rainfall Amount: O inch
I Location I Notes
There are no corrective action Items for this report.
Scanned by CamScanner
Scanned by CamScanner
Scanned by CamScanner
CONSULTING
SERVICES
Project: Anson Landfill
Client: Waste Connections
fitJ CONCRETE
LOCATION(S): Lechate tank slab
CONCRETE TEST REPORT
Oasis Report# 92
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Project Number: 163826
Date Made: TI7wl2016
Date Picked Up: 11/11/2016
TESTING: 3 Set(s) of concrete specimens(~ Cylinder(s) per set) were cast during the cast-in-place concrete
pour at the above referenced location, in accordance with ASTM C31. The cylinders will remain on
site for the initial 24-48 hrs curing.
COMPLIANCE: li2I Field placement of concrete appeared to be in accordance with the project specifications
(i.e., slump, temperature, etc)
O Deviations and/or noncompliances were noted during the field placement (refer to remarks
below)
CYLINDERS PICK UP:~ Set(s) of concrete cylinders/~ cylinders per set were picked up & transported to Oasis
Consulting Services' laboratory for curing and testing in accordance with ASTM C39, C670/1231
FIELD CURING: Cylinders were stored for the initial 24-48 hours D Near the poured structure
REMARKS:
PICKED UP BY: Dustin
Copyright Oasis Consulting Services 2016
~ In an insulated curing box
Dather
Prepared By: Dustin O'Hara
Respectfully submitted
OASIS CONSUL TING SERVICES
CONSULTING
SERVICES
CONCRETE TEST REPORT
Project: Anson Landfill
Project Number: 163826
Mix ID: 480H7000
Sampled By: Dustin O'Hara
PLACEMENT INFORMATION
Date Sampled: 11/10/2016
Time Batched: 3:26 pm
Time Sampled: 4:35 pm
Batch Plant: Concrete Supply Company -Anson, NC
Supplier: Concrete Supply Company -Anson, NC
Truck: 2449
Ticket: 3898734
I.D. Age Date Tested Dia. Area
(Days) (in.) (sq. in.)
1 7 11/17/2016 4.0 12.57
2 28 12/8/2016 4.00 12.57
3 28 12/8/2016 3.99 12.50
4 28 12/8/2016 4.00 12.57
5 28 12/8/2016 4.00 12.57
Maximum Strength
Load (lbs) (psi)
70815 5630
73295 5830
74610 5970
73985 5890
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Client: Waste Con nections
Laboratory Number: 2858
Set Number:~
Strength Required (PSI): 4000
Slump (C143): 8.25 in.
Air Content (C231/C173): 3.75 %
Air Temp (C1064): 60 Deg. F
Mix Temp (C1064): 75 Deg. F
Unit Weight (C138):146 pcf
Yield (C138): 10 cu ft./cu yds.
Sample Taken At: 226 cu yds.
Total Cubic Yards: 250
% Design Type of Reserve Strength Fracture
140.8 Type 2
145.8 Type 3
149.3 Type 3
147.3 Type 3
..,
UNLESS OTHERWISE SPECIFIED, TESTS WERE PERFORMED IN ACCORDANCE WITH ASTM TEST METHODS C31, C39, (138,
(143, C173, AND C1064. FRACTURE TYPE INDICATED BY: NUMBER
(Type 1) Cone (Type 2) Cone-split (Type 3) Vertlcal (Type 41 Shear (Type 6) Edge Fracture (Type 6) Pointed
Pour Location:
Leachate tank slab on grade.
Remarks:
Passed
Copyright Oasis Consulting Services 2016
Sample Location:
3' North and 28' west from south east corner of the slab
~-R..~n._
Reviewed By: ~~ '-.. J ·-o
Gene Groves
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SERVICES
Client Name: Waste Connections
Project Name: Anson Landfill
Project No: 163826
General Contractor: Anson Contractors
FIELD INSPECTION REPORT
REGULAR WEEKLY
Oasis Report# 96
Location: Lechate tank footing and slab on grade
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
Date:11/4/2016 Day: Friday
Weather: Partly Cloudy
Ternperature:<32°
Evaluation Type: Regular Weekly
Rainfall Amount: 0 inch
Undersigned arrived on location as requested to inspect the footing and steel for the Leachate footing and slab on grade.
The Contractor placed reinforcing steel prior to the arrival of the undersigned. The undersigned verified the reinforcing steel in
compliance to plans on site, in regards to si2e, condition, length, overlap, and support.
The undersigned performed a footing inspection and found all footings to be in compliance to plans on site.
Dustin O'Hara
Prepared By
Copyright Oasis Consulting Services 2016
~ R.cre-
Reviewed By
Respectfully submitted
OASIS CONSULTING SERVICES
CONSULTING
SERVICES
Project Name: Anson Landfill
Project No: 163826
General Contractor: Anson Contractors
Ref# I
Additional Comments:
Oasis Reviewer
Copyright Oasis Consulting Services 2016
FIELD INSPECTION REPORT
REGULAR WEEKLY
For action items found durinig this evaluation
Action Item / Photo Description
There are no corrective action items for this report.
,
45 Woodstock Street -Roswell, GA 30075
Tel. [phone], Fax [phone]
I
Date: 11/4/2016 Day: Friday
Weather: Partly Cloudy
Temperature: < 32°
Rainfall Amount: O inch
Location I Notes