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MD - 0170

Miscellaneous
Document Number MD - 0170 Owner Brian Speer
Application Status Program Manager Review
Program Solid Waste Please accept the attached documents
regarding the QA/QC of Trans-Jordan
Landfill's Cell 6C. These documents
require the attention of Brian Speer.
Created By Esther Davis, 1/17/2025, 10:33 AM Last Modified By Esther Davis, 1/17/2025, 10:35 AM
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1-6-24_TransJordan Cell 6C Liner QA-QC For State
Submission
Last Modified 1/17/2025, 10:35 AM
Created By Esther Davis
QA-QC submittal letter Signed submitted 01-17-2025
Last Modified 1/17/2025, 10:33 AM
Created By Esther Davis
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Email: Miscellaneous Document Submission Received
Name
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Due Date 1/17/2025
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Attachment: --none--
Subject: Miscellaneous Document Submission Received
Body:
Dear Esther Davis,
The purpose of this email is to inform you that the Division of Waste Management and Radiation
Control received your miscellaneous document submission (MD - 0170) on 1/17/2025. Your
application will be assigned to technical staff for review.
If you have any questions, please contact the Solid Waste Program Manager, Brian Speer, by calling
801-536-0200.
Email: Miscellaneous Document Submission Received
Name
Task
Due Date 1/17/2025
Assigned To Esther Davis
Last Modified Date/Time 1/17/2025, 10:35 AM
Comments To: [e-mail]
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BCC:
Attachment: --none--
Subject: Miscellaneous Document Submission Received
Comments
4/24/25, 9:20 AM MD - 0170 ~ Salesforce - Unlimited Edition
https://utahdeqorg.my.salesforce.com/a0meq0000015W1tAAE/p 1/2
Body:
Dear Brian Speer,
The purpose of this email is to notify you that Esther Davis has submitted a miscellaneous document
for review. The document number is MD - 0170.
Please review the document and assign it to the appropriate staff member.
Copyright © 2000-2025 salesforce.com, inc. All rights reserved.
4/24/25, 9:20 AM MD - 0170 ~ Salesforce - Unlimited Edition
https://utahdeqorg.my.salesforce.com/a0meq0000015W1tAAE/p 2/2
Page 1 of 8

TransJordan Landfill
Cell 6C Liner Installation
This document presents the project bid documents, contractor submittals and all associated field
Quality Assurance/Quality Control documents generated to document the installation of the
TransJordan Landfill Cell 6C Liner in fall of 2024. The documents are generally presented in a
chronological order from design, contractor bid, material approvals, then construction.
TransJordan Landfill staff performed the earthwork associated with the Cell 6C construction
including removal of the leachate collection pond for connection with Cell 6B. Final grading of
subgrade was performed under the direction of installation contractor immediately prior to liner
installation. Anchor trench excavation was also performed by TransJordan staff. Installation of
geosynthetic portion of the composite liner was awarded to Texas Environmental Plastics (TEP).
TEP was fully mobilized to the site on October 10th with non-woven geotextile deployment
starting immediately after subgrade approval that day. GCL, HDPE and Drain Net placement
proceeded from southeast corner of Cell 6C with the final panels of HDPE being placed on
November 15th.
Kleinfelder performed QA duties for the project and were on site during all times when
geosynthetics were deployed.
Section 1 – Project Bid Documents
Project drawings, construction specifications and QA/QC plan utilized on the project were
prepared and released for bid on June 12, 2024. Two clarifying addenda were released with bids
for the Cell 6C Liner installation work due on July 9, 2024. The QA/QC Plan, Technical
Specifications, and Drawings are included in Appendix A – Bid Package
Section 2 – Material Submittals and Engineering Approval
Prior to the start of construction and prior to the shipping of any material to the site,
documentation of the materials to be utilized was collected and approved by the engineer (IGES)
for use. The submittals from TEP are included as Appendix B – Material Submittals. Submittals
are listed in order of receipts from TEP with some submittals for GCL, HDPE, and Geocomposite
(Drain Net) overlapping one another.
Upon receipt of material submittals, the engineer compared the proposed materials to the
specified materials for compliance with the specifications. Once it was determined that the
proposed materials met the project specifications or the intent of the project specifications, a
Page 2 of 8

material approval was issued. The material approvals for the material submittals are included as
Appendix C – Submittal Approvals. Approvals are listed by date they were issued for GCL, HDPE,
Geotextile, and Geocomposite (Drain Net); seven official approvals were issued.
Section 3 – Material Acceptance (Shipping Documentation)
Owing to space limitations, materials were delivered to the site in smaller loads throughout
construction. Prior to unloading each delivery, the material being delivered was compared to the
list of materials that were formally approved for use. TEP had personnel at the site to unload and
secure the material as the material was delivered to the site. All material used in the construction
of Cell 6C Liner at the TransJordan Landfill were inspected prior to deployment by TEP and
Kleinfelder personnel.
The material acceptance documentation was completed by Kleinfelder concurrent with delivery
and installation. The material acceptance forms for the material delivered to the site are included
in Daily Report Forms (See Appendix D – Kleinfelder Field QA Documents).
Section 4 – Field Quality Assurance / Quality Control Documentation
Section 5.0 of the Cell 6 Quality Assurance / Quality Control Plan details the documentation
requirements for the field work associated construction. The Cell 6C Liner Construction QA/QC
plan was broken into five sections that included: Section 1 – Responsibility and Authority, Section
2 – Personnel Qualifications, Section 3 – QA/QC Inspection and Sampling, Section 4 – Change
Control Procedures, and Section 5 – Documentation.
This section summarizes the field QA and QC documentation collected during the construction of
the composite liner system. Quality Assurance (QA) activities were performed primarily by Paul
Vanicsek of Kleinfelder. The following field Quality Assurance documentation is included in
Appendix D – Kleinfelder Field QA Documents.
A. Subgrade Acceptance
Requirements:
Section 5.3.4 of the QA/QC plan details the documentation requirements regarding
Subgrade Acceptance. The subgrade to be covered by GCL, geotextile and geomembrane
on any particular day was certified by the installation contractor and approved by the QA
Inspector.
Page 3 of 8

Status:
Earthwork and subgrade preparation was performed in some areas by TJ Landfill
personnel. Smaller sub-areas of the subgrade were approved prior to the placement of
geotextile (on slopes) and GCL (on cell floor). Work sub-areas were determined by TEP
staff and Subgrade Acceptance forms were signed by TEP and countersigned by the
Kleinfelder QA Inspector prior to initiation of liner placement in any particular area. Some
wet and cold weather in late October and early November impacted the work schedule;
however, areas that had been approved prior to storm events were given extra time to
dry out and then reapproved by TEP and QA staff prior to placement. Acceptance forms
are included in Appendix D with daily QA/QC documentation.

B. Daily Field Logs
Requirements:
Section 5.3.1 of the QA/QC plan details the documentation requirements regarding Daily
Field Logs. All work activities were to be documented on a Daily Field Log. The Daily Field
Log was the responsibility of the QA Inspector. Kleinfelder personnel were present on site
during all liner installation activities, including those performed on weekends.
Status:
Twenty-seven (27) Daily Field Logs were completed during the Cell 6C liner installation
with the first log starting on October 9, 2024, and the last being completed on November
15, 2024. Daily Field Logs in chronological order are included in Appendix D.
C. Daily Meeting Documentation
Requirements:
Section 5.3.2 of the QA/QC plan details the documentation requirements regarding Daily
Meeting Documentation. During the initial construction meeting, the need for daily and
weekly meetings were discussed and it was determined that they would take place.
Status:
On the initial start day, a meeting with personnel from TEP, TransJordan Landfill and
Kleinfelder was held and documented. The meeting documentation for the
preconstruction and daily meetings is included in Appendix D.
Page 4 of 8

Most of the major QA/QC activities were ongoing (multiple day) activities with QA/QC
documentation being kept by the QC Inspector on various progress logs. All required
documentation on the primary HDPE liner was collected and recorded by Texas Environmental
Plastics on project Quality Control (QC) forms and is included in Appendix D. Quality Control (QC)
duties were performed by TEP project superintendent (Roan Intyratu) or by TEP QC
Representative (Sommay Intyratu) and other staff.
D. GCL Placement Logs
Requirements:
Section 5.4.1 of the QA/QC plan details the documentation requirements regarding GCL
Panel Placement.
Status:
GCL Panel Placement logs are included in Appendix D with other QA/QC documentation.
226 separate panels of GCL were deployed in the construction of Cell 6C.
E. HDPE Placement Logs
Requirements:
Section 5.4.2 of the QA/QC plan details the documentation requirements regarding HDPE
Panel Placement.
Status:
HDPE Deployment/Seaming Logs were submitted to document the deployment of 174
panels of HDPE. Appendix D contains the Deployment/Seaming Logs.
F. HDPE Trial Weld
Requirements:
Section 5.4.3 of the QA/QC plan details the documentation requirements regarding HDPE
Trial Welds (Preweld Logs).
Status:
HDPE Trial Preweld Logs were received from TEP for October 11, 15-16, 22-23, 25-28,
November 1-2, 6-11, and 14-15. A copy of the calibration certificates for the tensiometers
Page 5 of 8

is included in Appendix D. All trial weld testing results exceeded the minimums and the
confirming testing results are included in Appendix D.
G. HDPE Panel Seaming
Requirements:
Section 5.4.4 of the QA/QC plan details the documentation requirements regarding HDPE
Panel Seaming Logs.
Status:
HDPE Panel Seaming documentation was recorded by Kleinfelder on a
Deployment/Seaming Log form. Deployment/Seaming Logs were countersigned by TEP
personnel and submitted to document each of HDPE seams on the Cell 6C Liner. Appendix
D contains the Deployment/Seaming Logs. Appendix E contains an as-built drawing with
the surveyed location of all HDPE panel seams; survey was completed by TJLandfill staff.
H. HDPE Non-Destructive Testing
Requirements:
Section 5.4.5 of the QA/QC plan details the documentation requirements regarding HDPE
Non-Destructive Testing. Seams are required to be pressurized to 30 pounds per square
inch (PSI) of pressure and held for 5 minutes. A loss of more than 4 PSI is considered to
be a failed test.
Status:
The test results for the HDPE Non-Destructive Testing were documented by TEP on their
Air Test Log. Air Test Logs documented the non-destruct testing results for the Cell 6C
HDPE Liner with all non-destructive air tests passing. Appendix D contains the Non-
Destructive Testing logs.
I. HDPE Destructive Testing
Requirements:
Section 5.4.6 of the QA/QC plan details the documentation requirements regarding HDPE
Destructive Testing. HDPE fusion and extrusion welds must show a minimum value of 120
Page 6 of 8

pounds/inch when tested in Shear, 91 pounds/inch when tested in Peel on fusion welds
and 79 pounds/inch when tested in Peel on extrusion welds.
Status:
Destructive Testing Logs were submitted to document the HDPE destructive test results
for the liner deployed. Destructive tests were taken at a frequency of one test per 500
foot of welded liner. The seaming of the HDPE on this project required approximately
33,000 feet of fusion welding requiring at least 66 destructive tests. With many smaller
weld lengths required to field fit the liner, TEP performed a total of 72 destructive tests
with all meeting the required minimum strength values. Appendix D contains the
Destructive Test Logs.
J. HDPE Repair
Requirements:
Section 5.4.7 of the QA/QC plan details the documentation requirements regarding HDPE
Panel Repair Logs. Vacuum box tests were performed on all extrusion welds associated
with the destructive testing or any required repairs of the HDPE liner. The vacuum testing
requires that a soapy water solution be applied to each seam area to be tested. The
vacuum box, equipped with a transparent viewing window, is centered over the seam
area and a vacuum of approximately 3 pounds per square inch is drawn. The seam area
shall be visually monitored for any soap bubbles for 15 seconds. Seam testing shall
continue by overlapping a minimum of 3 inches between each test interval. All defects
shall be marked for repair.
Status:
During the installation of the HDPE and prior to the placement of the geocomposite, TEP
workers and supervisors along with the Kleinfelder QA representative, looked for
evidence of any damage to the HDPE. Repair logs documenting 395 repairs are presented
in Appendix D.
K. Geocomposite Placement
Requirements:
Section 5.4.8 of the QA/QC plan details the documentation requirements regarding
Geocomposite Placement.
Page 7 of 8

Status:
Individual Geonet Placement Logs were completed for Cell 6C Liner. Deployment of the
Skaps Transnet Geocomposite is documented in Appendix D. Prior to deployment all
labels were checked by TEP and Kleinfelder and all material met the QA/QC requirements.
81 separate panels of the Transnet were deployed as part of composite liner installation.
The Geocomposite was zip-tied and heat-leistered to connect the drainage portion of the
liner. No QA/QC testing of the Geocomposite was required.
L. Protective Soil Inspection (ONGOING)
Requirements:
Protective soil installation on the bottom of Cell 6C was initiated by TJL staff during
completion of the liner placement and seaming activities. Documentation of earthwork
performed by TJL staff during liner installation is partially shown in photographs included
in Appendix F.
Status:
ONGOING: Protective soil cover is being placed by TJL staff and equipment. At this time,
approximately 90% screened sand cover (1-foot thick) and 80% of the select site soils (2-
foot thick) have been placed over geocomposite and up a portion of the side slopes at the
base of Cell 6C. Additional survey will be performed by TJL staff once the protective soil
has been completed in order to document the full 3-foot thickness. Over time additional
soil will be placed on side slopes as the cell is filled in to provide protection to exposed
HDPE on the upper portions of side-slopes.
M. Problem Identification/Corrective Action
Requirements:
Section 5.5 of the QA/QC plan details the documentation requirements problem
identification. Documentation of identified problems and corrective actions taken during
the project are included in Appendix D.
Status:
Soft, rutted subgrade conditions were noted after a rainstorm and repaired to TEP’s
satisfaction on only one occasion (October 21). A work stoppage was not required as work
simply moved to a drier area to allow time fo the questionable area to sufficiently dry out.
Page 8 of 8

Equipment had not been allowed in the area, so no rutting had occurred and no additional
work was required to repair any damaged subgrade.
Rain and high wind events periodically stopped construction. When work resumed, any
remaining excess moisture was swept off underlying liner components prior to HDPE
placement. Additional mitigation measures were not deemed necessary.
As installation continued into late October and early November, colder temperatures
(particularly in the mornings) required minor adjustments to HDPE welding and seaming
activities. No significant changes to schedule or test results were reported and all QC tests
results were frequently reviewed and discussed to determine if any further changes in
process were needed. All testing performed during colder weather still yielded passing
results.
Section 6 – As-Built Drawings
A copy of the As-Built Drawings showing HDPE panels surveyed by Landfill personnel is included
in Appendix E– As-Built Drawings; GCL and Geocomposite panel seams were not surveyed.
Section 7 – Photo Log
A short photo log of construction activities and progress is included as Appendix F.
Section 8 – Quality Assurance / Quality Control Program Shortfalls
The Cell 6C liner construction inspection and documentation were performed as specified in the
approved QA/QC.
Section 9 – Engineers Assessment
IGES was contacted periodically for minor questions or concerns during installation and visited
the site at the completion of the liner installation process. Protective soil thickness will be
observed and documented by Landfill personnel. Based on the documentation provided, the
installation of Cell 6C Liner at the TransJordan Landfill was performed in general accordance with
the plans, specifications and Quality Assurance / Quality Control (QA/QC) Plan.
Respectively submitted,

Jared Hawes, P.E. (IGES, Inc.)
01/06/2025

APPENDIX A 

ADVERTISEMENT

INSTRUCTIONS TO BIDDERS, PROPOSAL CONTRACT

DOCUMENTS AND SPECIFICATIONS

FURNISH AND/OR INSTALL GEOSYNTHETIC CLAY LINER (GCL), HDPE
MEMBRANE, ANCHOR TRENCH, AND GEOCOMPOSITE FOR
CELL 6C LINER

Bid 24-01

FOR

TRANS-JORDAN CITIES

June 12, 2024

PROJECT MANAGER: JASON TURVILLE

ENGINEER: IGES Inc., JARED HAWES, P.E.

PURCHASING: BRENDA BINGHAM

June 13, 2024 Bid #24-01, Cell 6C Liner i
Table of Contents
PART I 2
BIDDING AND CONTRACTUAL DOCUMENTS ........................................................................................... 2
SECTION 1.1 - ADVERTISEMENT ................................................................................................... 2
SECTION 1.2 - INFORMATION FOR BIDDERS ................................................................................ 3
1.2.01 RECEIPT AND OPENING OF BIDS ............................................................................ 3
1.2.02 PREPARATION OF BID FORMS ................................................................................ 3
1.2.03 PROPOSAL GUARANTEE ......................................................................................... 3
1.2.04 EXAMINATION OF SITE, DRAWINGS, ETC. .............................................................. 3
1.2.05 WITHDRAWAL OF BIDS ........................................................................................... 3
1.2.06 AGREEMENT AND BONDS ...................................................................................... 3
1.2.07 INTERPRETATION OF DRAWINGS AND DOCUMENTS ............................................ 3
1.2.08 OTHER REQUIREMENTS .......................................................................................... 4
1.2.09 BIDDERS INTERESTED IN MORE THAN ONE BID ..................................................... 4
1.2.10 AWARD OF CONTRACT ........................................................................................... 4
1.2.11 EVIDENCE OF QUALIFICATIONS .............................................................................. 4
1.2.12 BONDS .................................................................................................................... 4
1.2.13 EASEMENT .............................................................................................................. 4
1.2.14 COMMENCEMENT AND COMPLETION OF WORK .................................................. 4
SECTION 1.3 - PROPOSAL ............................................................................................................ 5
1.3.1 MATERIAL SUPPLY .................................................................................................... 5
SECTION 1.4 - AGREEMENT.......................................................................................................... 7
SECTION 1.5 - PROPOSAL GUARANTY .......................................................................................... 9
SECTION 1.6 - PERFORMANCE BOND ......................................................................................... 10
SECTION 1.7 - LABOR AND MATERIAL PAYMENT BOND ........................................................... 12
PART II - STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT ............................. 14
SECTION 2.1 - DEFINITIONS AND TERMINOLOGY ....................................................................... 15
2.1.01 DEFINED TERMS ................................................................................................... 15
2.1.02 TERMINOLOGY ..................................................................................................... 17
SECTION 2.2 - PRELIMINARY MATTERS ...................................................................................... 18
2.2.01 DELIVERY OF BONDS AND EVIDENCE OF INSURANCE .......................................... 18
2.2.02 COPIES OF DOCUMENTS ...................................................................................... 18
2.2.03 COMMENCEMENT OF CONTRACT TIMES; NOTICE TO PROCEED......................... 18
2.2.04 STARTING THE WORK ........................................................................................... 18
2.2.05 BEFORE STARTING CONSTRUCTION ..................................................................... 18
2.2.06 PRECONSTRUCITON CONFERENCE ....................................................................... 18
2.2.07 INITIAL ACCEPTANCE OF SCHEDULES ................................................................... 19
SECTION 2.3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE .................................... 19
2.3.01 INTENT .................................................................................................................. 19
2.3.02 REFERENCE STANDARDS ...................................................................................... 19
2.3.03 REPORTING AND RESOLVING DISCREPANCIES ..................................................... 19
2.3.04 AMENDING AND SUPPLEMENTING CONTRACT DOCUMENTS............................. 20
2.3.05 REUSE OF DOCUMENTS ........................................................................................ 20
2.3.06 ELECTRONIC DATA ................................................................................................ 20
SECTION 2.4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS ............................... 20
2.4.01 AVAILABILITY OF LANDS ....................................................................................... 21

June 13, 2024 Bid #24-01, Cell 6C Liner ii
2.4.02 SUBSURFACE AND PHYSICAL CONDITIONS .......................................................... 21
2.4.03 DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS .......................................... 21
2.4.04 UNDERGROUND FACILITIES .................................................................................. 22
2.4.05 REFERENCE POINTS .............................................................................................. 22
2.4.06 HAZARDOUS ENVIRONMENTAL CONDITION AT SITE........................................... 23
SECTION 2.5 - BONDS AND INSURANCE ...................................................................................... 24
2.5.01 PERFORMANCE, PAYMENT, AND OTHER BONDS ................................................ 24
2.5.02 LICENSED SURETIES AND INSURERS .................................................................... 24
2.5.03 CERTIFICATES OF INSURANCE .............................................................................. 24
2.5.04 CONTRACTOR’S LIABILITY INSURANCE ................................................................ 24
2.5.05 OWNER’S LIABILITY INSURANCE.......................................................................... 25
2.5.06 PROPERTY INSURANCE ........................................................................................ 25
2.5.07 WAIVER OF RIGHTS ............................................................................................. 26
2.5.08 RECEIPT AND APPLICATION OF INSURANCE PROCEEDS ..................................... 27
2.5.09 ACCEPTANCE OF BONDS AND INSURANCE; OPTION TO REPLACE ...................... 27
2.5.10 PARTIAL UTILIZATION ACKNOWLEDGEMENT OF PROPERTY INSURER ............... 27
SECTION 2.6- CONTRACTOR’S RESPONSIBILITIES ....................................................................... 27
2.6.01 SUPERVISION AND SUPERINTENDENCE .............................................................. 27
2.6.02 LABOR; WORKING HOURS ................................................................................... 28
2.6.03 SERVICES, MATERIALS, AND EQUIPMENT ........................................................... 28
2.6.04 PROGRESS SCHEDULE .......................................................................................... 28
2.6.05 SUBSTITUTES AND “OR-EQUALS” ........................................................................ 28
2.6.06 CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS ............................ 29
2.6.07 PATENT FEES AND ROYALTIES ............................................................................. 30
2.6.08 PERMITS ............................................................................................................... 31
2.6.09 LAWS AND REGULATIONS ................................................................................... 31
2.6.10 TAXES ................................................................................................................... 31
2.6.11 USE OF SITE AND OTHER AREAS .......................................................................... 31
2.6.12 RECORD DOCUMENTS ......................................................................................... 32
2.6.13 SAFETY AND PROTECTION ................................................................................... 32
2.6.14 SAFETY REPRESENTATIVE .................................................................................... 32
2.6.15 HAZARD COMMUNICATION PROGRAMS ............................................................ 32
2.6.16 EMERGENCIES...................................................................................................... 33
2.6.17 SHOP DRAWINGS AND SAMPLES ........................................................................ 33
2.6.18 CONTINUING THE WORK ..................................................................................... 34
2.6.19 CONTRACTOR’S GENERAL WARRANTY AND GUARANTEE .................................. 34
2.6.20 INDEMNIFICATION............................................................................................... 34
2.6.21 DELEGATION OF PROFESSIONAL DESIGN SERVICES ............................................ 35
SECTION 2.7 - OTHER WORK AT THE SITE ................................................................................... 35
2.7.01 RELATED WORK AT SITE ...................................................................................... 35
2.7.02 COORDINATION ................................................................................................... 36
2.7.03 LEGAL RELATIONSHIPS ........................................................................................ 36
SECTION 2.8 - OWNER’S RESPONSIBILITIES ................................................................................ 36
2.8.01 COMMUNICATIONS TO CONTRACTOR ................................................................ 36
2.8.02 REPLACEMENT OF ENGINEER .............................................................................. 36
2.8.03 FURNISH DATA ..................................................................................................... 36
2.8.04 PAY WHEN DUE ................................................................................................... 36
2.8.05 LANDS AND EASEMENTS; REPORTS AND TESTS .................................................. 36
2.8.06 INSURANCE .......................................................................................................... 36

June 13, 2024 Bid #24-01, Cell 6C Liner iii
2.8.07 CHANGE ORDERS ................................................................................................. 36
2.8.08 INSPECTIONS, TESTS, AND APPROVALS .............................................................. 37
2.8.09 LIMITATIONS ON OWNER’S RESPONSIBILITIES ................................................... 37
2.8.10 UNDISCLOSED HAZARDOUS ENVIRONMENTAL CONDITION .............................. 37
2.8.11 EVIDENCE OF FINANCIAL ARRANGEMENTS ........................................................ 37
SECTION 2.9 - ENGINEER’S STATUS DURING CONSTRUCTION ................................................... 37
2.9.01 OWNER’S REPRESENTATIVE ................................................................................ 37
2.9.02 VISITS TO SITE ...................................................................................................... 37
2.9.03 PROJECT REPRESENTATIVE .................................................................................. 37
2.9.04 AUTHORIZED VARIATIONS IN WORK ................................................................... 37
2.9.05 REJECTING DEFECTIVE WORK .............................................................................. 38
2.9.06 SHOP DRAWINGS, CHANGE ORDERS AND PAYMENTS ....................................... 38
2.9.07 DETERMINATIONS FOR UNIT PRICE WORK ......................................................... 38
2.9.08 DECISIONS ON REQUIREMENTS OF CONTRACT DOCUMENTS AND
ACCEPTABILITY OF WORK .................................................................................... 38
2.9.09 LIMITATIONS ON ENGINEER’S AUTHORITY AND RESPONSIBILITIES ................... 38
SECTION 2.10 - CHANGES IN THE WORK; CLAIMS ...................................................................... 39
2.10.01 AUTHORIZED CHANGES IN THE WORK .............................................................. 39
2.10.02 UNAUTHORIZED CHANGES IN THE WORK......................................................... 39
2.10.03 EXECUTION OF CHANGE ORDERS ...................................................................... 39
2.10.04 NOTIFICATION TO SURETY ................................................................................ 39
2.10.05 CLAIMS ............................................................................................................... 39
SECTION 2.11 - COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK ................................... 40
2.11.01 COST OF THE WORK .......................................................................................... 40
2.11.02 ALLOWANCES .................................................................................................... 42
2.11.03 UNIT PRICE WORK ............................................................................................. 42
SECTION 2.12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES ........................ 42
2.12.01 CHANGE OF CONTRACT PRICE ........................................................................... 42
2.12.02 CHANGE OF CONTRACT TIMES .......................................................................... 43
2.12.03 DELAYS ............................................................................................................... 43
SECTION 2.13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK ............................................................................................................ 43
2.13.01 NOTICE OF DEFECTS .......................................................................................... 43
2.13.02 ACCESS TO WORK .............................................................................................. 44
2.13.03 TESTS AND INSPECTIONS ................................................................................... 44
2.13.04 UNCOVERING WORK ......................................................................................... 44
2.13.05 OWNER MAY STOP THE WORK ......................................................................... 44
2.13.06 CORRECTION OR REMOVAL OF DEFECTIVE WORK ........................................... 45
2.13.07 CORRECTION PERIOD ........................................................................................ 45
2.13.08 ACCEPTANCE OF DEFECTIVE WORK .................................................................. 45
2.13.09 OWNER MAY CORRECT DEFECTIVE WORK ........................................................ 46
SECTION 2.14 - PAYMENTS TO CONTRACTOR AND COMPLETION ............................................. 46
2.14.01 SCHEDULE OF VALUES ....................................................................................... 46
2.14.02 PROGRESS PAYMENTS ....................................................................................... 46
2.14.03 CONTRACTOR’S WARRANTY OF TITLE ............................................................... 48
2.14.04 SUBSTANTIAL COMPLETION .............................................................................. 48
2.14.05 PARTIAL UTILIZATION ........................................................................................ 48
2.14.06 FINAL INSPECTION ............................................................................................. 49
2.14.07 FINAL PAYMENT ................................................................................................ 49

June 13, 2024 Bid #24-01, Cell 6C Liner iv
2.14.08 FINAL COMPLETION DELAYED ........................................................................... 49
2.14.09 WAIVER OF CLAIMS ........................................................................................... 50
SECTION 2.15 - SUSPENSION OF WORK AND TERMINATION ..................................................... 50
2.15.01 OWNER MAY SUSPEND WORK .......................................................................... 50
2.15.02 OWNER MAY TERMINATE FOR CAUSE .............................................................. 50
2.15.03 OWNER MAY TERMINATE FOR CONVENIENCE ................................................. 51
2.15.04 CONTRACTOR MAY STOP WORK OR TERMINATE ............................................. 51
SECTION 2.16 - DISPUTE RESOLUTION ........................................................................................ 51
2.16.01 METHODS AND PROCEDURES ........................................................................... 51
SECTION 2.17 - MISCELLANEOUS ................................................................................................ 52
2.17.01 GIVING NOTICE .................................................................................................. 52
2.17.02 COMPUTATION OF TIMES ................................................................................. 52
2.17.03 CUMULATIVE REMEDIES ................................................................................... 52
2.17.04 SURVIVAL OF OBLIGATIONS .............................................................................. 52
2.17.05 CONTROLLING LAW ........................................................................................... 52
2.17.06 HEADINGS .......................................................................................................... 52
SECTION 2.18 - MODIFICATIONS OF GENERAL CONDITIONS ..................................................... 52
2.18.01 GENERAL CONDITIONS ...................................................................................... 52
2.18.02 OWNER'S REPRESENTATIVE .............................................................................. 52
2.18.03 ENGINEER .......................................................................................................... 52
2.18.04 CONTRACTOR .................................................................................................... 52
2.18.05 CITY .................................................................................................................... 52
2.18.06 COUNTY ............................................................................................................. 52
2.18.07 OWNER .............................................................................................................. 53
2.18.08 SCOPE OF PROJECT ............................................................................................ 53
2.18.09 CONTRACTOR'S RESPONSIBILITY ....................................................................... 53
2.18.10 COMPLIANCE WITH STATE LAWS ...................................................................... 53
2.18.11 INSURANCE COVERAGE ..................................................................................... 53
2.18.12 CONTRACTOR'S PAYMENTS FOR LABOR AND MATERIALS ............................... 53
2.18.13 LIABILITY AND INDEMNIFICATIONS ................................................................... 53
2.18.14 WORKMANSHIP, MATERIALS AND CONSTRUCTION GUARANTEE .................... 54
PART III - MATERIAL SPECIFICATIONS .................................................................................................... 55
SECTION 3.1 - GEOSYNTHETIC CLAY LINER (GCL) ....................................................................... 55
3.1.01 SECTION INCLUDES .............................................................................................. 55
3.1.02 REFERENCES ........................................................................................................ 55
3.1.03 DEFINITIONS ........................................................................................................ 55
3.1.04 SUBMITTALS ........................................................................................................ 56
3.1.05 QUALITY CONTROL .............................................................................................. 56
3.1.06 DELIVERY, STORAGE AND HANDLING ................................................................. 56
3.1.07 WARRANTY .......................................................................................................... 56
3.1.08 PRODUCTS ........................................................................................................... 56
3.1.09 MATERIAL ............................................................................................................ 56
3.1.10 PRODUCT LABELING ............................................................................................ 57
3.1.11 PACKAGING ......................................................................................................... 58
3.3.03 DEFINITIONS ......................................................................................................... 62
3.3.04 SUBMITTALS ......................................................................................................... 63
3.3.05 DELIVERY, STORAGE, AND HANDLING ................................................................. 63
3.3.06 PRODUCTS ............................................................................................................ 63
PART IV .................................................................................................................................................... 65

June 13, 2024 Bid #24-01, Cell 6C Liner v
MATERIAL INSTALLATION SPECIFICATIONS ........................................................................................... 65
SECTION 4.1 - GENERAL REQUIREMENTS .................................................................................. 65
4.1.01 GENERAL CONDITIONS ......................................................................................... 65
4.1.02 WORK INCLUDED .................................................................................................. 65
4.1.03 SUMMARY OF WORK ............................................................................................ 65
4.1.04 PRIME CONTRACTOR’S RESPONSIBILITY .............................................................. 65
4.1.05 CONFORMITY WITH PLANS .................................................................................. 66
4.1.06 ERRORS AND OMISSIONS ..................................................................................... 66
4.1.07 NOTICE TO OWNER’S REPRESENTATIVE............................................................... 66
4.1.08 LINES AND GRADES .............................................................................................. 66
4.1.09 SUPERVISORY PERSONNEL ................................................................................... 66
4.1.10 TIME OF PERFORMANCE AND PARTIAL PAYMENTS ............................................ 66
4.1.11 LIST OF DRAWINGS ............................................................................................... 66
SECTION 4.2 - EQUIPMENT AND LABOR FURNISHED BY CONTRACTOR .................................. 68
SECTION 4.3 - GEOSYNTHETIC CLAY LINER (GCL) ....................................................................... 68
4.3.01 SECTION INCLUDES ............................................................................................... 68
4.3.02 DEFINITIONS ......................................................................................................... 68
4.3.03 SUBMITTALS ......................................................................................................... 68
4.3.04 QUALITY CONTROL ............................................................................................... 68
4.3.05 PRODUCTS ............................................................................................................ 69
4.3.06 ON-SITE HANDLING .............................................................................................. 69
4.3.07 STORAGE - OWNER RESPONSIBILITY .................................................................... 69
4.3.08 GCL PLACEMENT ................................................................................................... 69
4.3.09 GCL PANEL SEAMING ............................................................................................ 70
4.3.10 DAMAGE REPAIR .................................................................................................. 70
4.3.11 INSTALLATION ...................................................................................................... 70
4.3.12 INSTALLATION WARRANTY................................................................................... 70
SECTION 4.4 - HIGH-DENSITY POLYETHYLENE GEOMEMBRANE LINER ................................... 70
4.4.01 SECTION INCLUDES ............................................................................................... 70
4.4.02 DEFINITIONS ......................................................................................................... 70
4.4.03 SUBMITTALS ......................................................................................................... 71
4.4.04 QUALIFICATIONS .................................................................................................. 71
4.4.05 QUALITY CONTROL ............................................................................................... 71
4.4.06 QUALITY ASSURANCE ........................................................................................... 71
4.4.07 ON-SITE HANDLING .............................................................................................. 71
4.4.08 INSTALLATION ...................................................................................................... 71
4.4.09 INSTALLATION WARRANTY................................................................................... 72
SECTION 4.5 - GEOCOMPOSITE ................................................................................................. 72
4.5.01 SECTION INCLUDES ............................................................................................... 72
4.5.02 DEFINITIONS ......................................................................................................... 72
4.5.03 SUBMITTALS ......................................................................................................... 72
4.5.04 QUALIFICATIONS .................................................................................................. 72
4.5.05 QUALITY CONTROL ............................................................................................... 72
4.5.06 QUALITY ASSURANCE ........................................................................................... 73
4.5.07 ON-SITE HANDLING ............................................................................................. 73
4.5.08 INSTALLATION ...................................................................................................... 73
4.5.09 INSTALLATION WARRANTY................................................................................... 73

2 | Page
PART I
BIDDING AND CONTRACTUAL DOCUMENTS

SECTION 1.1 - ADVERTISEMENT

TRANS-JORDAN CITIES
NOTICE OF INVITATION TO BID

BID NO. 24-01

SEALED BIDS must be received by Wednesday, July 3, 2024, in the office of the Trans-Jordan Purchasing Agent, 10473 S.
Bacchus Hwy (U-111), South Jordan, Utah 84009, at which time they will be opened for the following project:

FURNISH AND/OR INSTALL GEOSYNTHETIC CLAY LINER (GCL),
HDPE MEMBRANE, ANCHOR TRENCH,
AND GEOCOMPOSITE FOR CELL 6C

THIS PROJECT is funded by Trans-Jordan Cities (TJC).

INSTRUCTIONS, PLANS, AND SPECIFICATIONS, will be available beginning Monday, June 17, 2024 at 2:00 p.m. at the office
of Trans-Jordan Landfill, 10473 S Bacchus Hwy (U-111), South Jordan, Utah 84009 or on email by contacting Brenda Bingham
at [e-mail] .

ANY QUESTIONS SHOULD BE DIRECTED TO: Jason Turville, Trans-Jordan, telephone [phone] or Jared Hawes, IGES
Inc., telephone [phone].

DOCUMENTS REQUIRED AT BID OPENING:

1. Bid forms provided
2. Copy of current Business License
3. Material Delivery Schedule
5. Tentative Installation Schedule (beginning and ending dates)
6. List of proposed subcontractors

WITHIN SEVEN (7) CALENDAR DAYS AFTER NOTIFICATION THE SUCCESSFUL BIDDER WILL BE
REQUIRED TO SUBMIT:
1. Performance Bond in the amount of 100% of the total amount of the bid.
2. Labor and Material Bond in the amount of 100% of the total amount of the bid.
3. Detailed Installation Schedule

If all required documents are not provided, the bid may be disqualified.

Trans-Jordan Cities reserves the right to accept or reject any or all bids, or any part of any bid, and to waive any informalities
in any bid as its best interests appear.

Brenda Bingham, Purchasing Agent.
Dates of Publication:
Invitation to Bid published on June 16th and June 23rd in the Salt Lake Tribune

TRANS-JORDAN CITIES
Attn.: Brenda Bingham
10473 S Bacchus Hwy
South Jordan, UT 84009

Email: [e-mail] Phone: [phone]
3 | Page

SECTION 1.2 - INFORMATION FOR BIDDERS

1.2.01 RECEIPT AND OPENING OF BIDS
Trans-Jordan Cities (hereinafter called the Owner) invites bids on the forms to be obtained from Trans-Jordan Landfill, 10473
S. Bacchus Hwy (U-111), South Jordan, Utah 84009, until Wednesday, July 3, 2024 at which time the proposals will be opened
and read in the TRANS-JORDAN LANDFILL CONFERENCE ROOM, commencing at 2:00 P.M.
1.2.02 PREPARATION OF BID FORMS
Bids must be submitted on the prescribed forms. All blank spaces for bid prices must be filled in with the unit price for the
item or the lump sum for which the bid is made. The signature of all persons signing shall be in longhand. The completed
form shall be without interlineations, alterations, or erasures, unless such are initialed by the bidder.

All bids must be submitted in by the stated date and time either by sealed envelopes bearing on the outside, the name of
the bidder, their address, and the name of the project OR via e-mail at [e-mail] (bids submitted via
email shall have in the subject line read: SUBMISSION FOR BID #24-01). Responses will not be opened or evaluated until
after closing of the submittal deadline. Late responses will not be accepted. It is the sole responsibility of the bidder to see
that their bid is received in proper time.

Bids shall not contain any recapitulation of the work to be done. Alternative proposals will not be considered unless called
for. No oral or telephone modifications will be considered.

The bid documents included hereafter are for bidding purposes only, and are not intended to represent exact specifications.
The site conditions (i.e. square footage of material needed) are not expected to change by more than plus or minus ten
percent. Final specifications will be issued after the award of contract to establish the actual conditions.
1.2.03 PROPOSAL GUARANTEE
Not required on this contract.
1.2.04 EXAMINATION OF SITE, DRAWINGS, ETC.
Each bidder may visit the site of the proposed work and fully acquaint themselves with conditions relative to construction
and labor so that they may fully understand the facilities, difficulties, and restrictions attending the execution of the work
under the contract. A non-mandatory pre-bid meeting will be held at the Trans-Jordan Landfill on June 26, 2024, at 10:00
a.m. Bidders shall thoroughly examine and be familiar with the drawings and the specifications. Failure or omission of any
bidders to receive or examine any form, instrument, addendum, or other document or to visit the site and acquaint
themselves with conditions there existing, shall in no wise relieve any bidder from any obligation with respect to their bid or
to the contract. Any bidders that desire to visit the site, other than those at the pre-bid meeting, should contact Jason Turville.
The submission of a bid shall be taken as prima facie evidence of compliance with this section.
1.2.05 WITHDRAWAL OF BIDS
Any bidder may withdraw their bid, either personally, by fax, or written request, at any time prior to the issuance of the
Notice to Proceed.
1.2.06 AGREEMENT AND BONDS
The form of agreement which the successful bidder, as Contractor, will be required to execute, and the forms and amounts
of bonds which they will be required to furnish at the time of execution of the agreement, are included in the contract
documents and should be carefully examined by the bidder. The agreement and the bonds will be executed in two (2) original
counterparts.
1.2.07 INTERPRETATION OF DRAWINGS AND DOCUMENTS
If any person who contemplates submitting a bid for the proposed contract is in doubt as to the true meaning of any part of
the specifications, or other proposed contract documents, or finds discrepancies in, or omissions from the specifications, they
may submit to the Owner, a written request for an interpretation or correction thereof. The person submitting the request
will be responsible for its prompt delivery. Any interpretation or addendum will be mailed or delivered to each known person
4 | Page
or firm listed as having taken out for bidding purposes a complete set of specification documents. The Owner will not be
responsible for any other explanations or interpretations of the proposed documents.
1.2.08 OTHER REQUIREMENTS
The bidder's attention is specifically directed to the requirements of the contract documents with reference to the material
specifications.
1.2.09 BIDDERS INTERESTED IN MORE THAN ONE BID
No person, firm, or corporation shall be allowed to make, file, or be interested in more than one bid for the same work, unless
alternate bids are called for. A person, firm, or corporation who has submitted a sub-proposal to a bidder or who has quoted
prices on materials to a bidder is not thereby disqualified from submitting a sub-proposal or quoting prices to other bidders.
1.2.10 AWARD OF CONTRACT
The Owner reserves the privilege of rejecting all bids or awarding a contract or contracts as its best interests appear. The
award of a contract or contracts, if made, will be to the qualified and responsible bidder or bidders submitting the lowest
bids. The Owner shall determine whether a bidder is qualified and responsible to perform the work under the contract and
the Owner shall determine which bids are lowest.

The term "Qualified Bidder" shall be defined as a bidder who has been actively and continuously engaged in this particular
field of construction for a minimum of two years prior to this particular bid opening with their own equipment and forces,
and who shall have completed similar types of projects to that proposed herein.

A "Responsible Bidder" shall be defined as a bidder who has the necessary equipment, personnel, financial status, and the
reputation of performing high-class workmanship in accordance with the specifications and the directions of the engineers.
1.2.11 EVIDENCE OF QUALIFICATIONS
Upon request of the Owner, a bidder whose bid is under consideration for the award of the contract, shall submit promptly
to the Owner satisfactory evidence showing the bidder's financial resources, their manufacturing experience, and their
organization available for the performance of the contract.
1.2.12 BONDS
The successful bidder, simultaneously with the execution of the agreement, will be required to furnish faithful material and
performance bonds in an amount equal to one hundred percent (100%) of the contract price, to insure that the Contractor
will promptly make payment to all persons supplying labor or materials used in the project, and said bond shall be secured
from a surety company satisfactory to the Owner. Performance Bond is also required to secure performance of the contract,
as well as labor and material claims.
1.2.13 EASEMENT
Not applicable.
1.2.14 COMMENCEMENT AND COMPLETION OF WORK
Those bidding for this project must submit with their bid the earliest completion date, anticipated material delivery schedule,
and tentative construction schedule for the Installation of the Geosynthetic Clay Liner (GCL), HDPE Liner, and Geocomposite.
All work may start as soon as July 22, 2024 and shall be completed prior to October 7, 2024 weather permitting.
5 | Page
SECTION 1.3 - PROPOSAL
1.3.1 MATERIAL SUPPLY

A Contractor must provide all of the items listed below. Contracts will be awarded to the lowest qualified bidder.

ITEM
NO.

UNITS

APPROX.
QUANTITY

DESCRIPTION

UNIT BID
PRICE
(dollars,
cents)

TOTAL
AMOUNT
(dollars,
cents)

EARLIEST
DELIVERY
DATE

1

ft2
675,000

GCL Material

2

ft2

675,500

60-mil HDPE Liner
(White, Textured)

3

ft2

272,000

Drain Net -
Geocomposite2

4

ft 2100

100-mil. Protective
HDPE Edge (5' wide)

5 ft2 420,000 6 oz Geofabric

6

$

Sales Tax1

7

$

MATERIAL SUBTOTAL

1 See tax information in section 2.6.10 Taxes.
2 28,000 sq ft of Geocomposite currently onsite.

6 | Page

1.3.2 MATERIAL INSTALLATION

A Contractor must bid the installation of all of the items listed below. Contracts will be awarded to the lowest qualified bidder
with the earliest completion date for all items. Bid each item based on the delivery schedule found in Section 1.2.14.

ITEM
NO.

UNITS

APPROX.
QUANTITY

DESCRIPTION

UNIT BID
PRICE
(dollars,
cents)

TOTAL
AMOUNT
(dollars,
cents)

EARLIEST
INSTALLATION DATE

8

ft2 675,000

GCL Material

9

ft2 675,000

60-mil HDPE Liner
(White, Textured))

10

ft2 300,000

Drain Net-
Geocomposite

11

ft 2,100

100-mil Protective
Edge (5' wide)

12 ft2 420,000 6 oz Geofabric

13
ft 2,100 Anchor Trench

14

$

Sales Tax1

15 $ INSTALLATION
SUBTOTAL

TOTAL BID PRICE (Material subtotal plus Installation subtotal) $_________________________________________

TOTAL BID PRICE IN WRITTEN WORDS $ _________________________________________________________

Material Delivery Schedule attached?__________

Tentative Work Schedule attached?_____________

Copy of current Business License? ______

List of proposed subcontractors? ______

If incorporated, the following information must be given:

Name ______________________________________ State Chartered Under_______________

By__________________________________________ Address_____________________________________

____________________________________________ ____________________________________________
Name of President
____________________________________________ If Partnership, names of partners must be listed:
Name of Secretary
____________________________________________ ____________________________________________
Name of Treasurer
____________________________________________

7 | Page
SECTION 1.4 - AGREEMENT

THIS AGREEMENT, made as of the __day of __________ _____,_20_____ by and between TRANS-JORDAN CITIES
hereinafter called the OWNER, and ___________________________________. hereafter called the CONTRACTOR.
WITNESSETH, that whereas the OWNER intends to purchase and install a Geosynthetic Clay Liner, HDPE Membrane, Anchor
trench, and Geocomposite, for Cell 6c hereafter called the PROJECT, in accordance with the Drawings, Specifications, and
other Contract Documents prepared by TRANS-JORDAN CITIES, NOW, THEREFORE, The OWNER and CONTRACTOR for the
considerations hereinafter set forth, agree as follows:

THE CONTRACTOR AGREES to furnish all the labor, equipment, tools, materials, and services necessary to perform and
complete in a workmanlike manner all work required for the completion of the Project, in strict compliance with the Contract
Documents herein mentioned, which are hereby made a part of the Contract, including the following Addenda:

Addendum No. Dated

____________________________ ___________________
____________________________ ___________________
____________________________ ___________________

a. Contract Time: Work under this Agreement shall be commenced upon written notice to proceed, and
shall be completed within 90 calendar days of the commencement of the Contract Time defined in the
General Conditions of the Contract.

b. Sub-contractors: The Contractor agrees to bind every sub-contractor by the terms of the Contract
Documents. The Contract Documents shall not be construed as creating any contractual relation
between any sub-contractor and the Owner.

THE OWNER AGREES to pay, and the Contractor agrees to accept, in full payment for the performance of this Contract, the
Contract amount of: ________________________________________________Dollars ($___________________)
in accordance with the provisions of the Contract Document.

Progress Payments will be made in accordance with the General Conditions of the Contract.

1.4.01 CONTRACT DOCUMENTS
The Contract comprises the Contract Documents listed in Section 2.1.01 of the General Conditions of the Contract. In the
event that any provision of one Contract Document conflicts with the provision in another Contract Document, the provision
in that Contract Document first listed below shall govern, except as otherwise specifically stated:

a. Agreement (This Instrument)
b. Addenda to Contract Documents (if any)
c. Remaining Legal and Procedural Documents, IE:
1. Proposal
2. Information for Bidder
3. Advertisement
d. Detailed Specification Requirements
e. Drawings - Furnished by Owner Cell 6c Liner Bid Dwgs (06-11-2024)
f. General Conditions of the Contract (Section 2.1 through 2.6)
g. Modifications of the General Conditions of the Contract (Section 2.7)
h. Bonds, IE: 1. Performance Bond, 2. Labor and Material Payment Bond

1.4.02 AUTHORITY AND RESPONSIBILITY OF THE OWNER’S REPRESENTATIVE
All work shall be done under the general supervision of the Owner’s Representative. The Owner’s Representative shall decide
any and all questions which may arise to the quality and acceptability of materials furnished, work performed, rate of progress
of work, interpretation of Specifications and all questions as to the acceptable fulfillment of the Contract on the part of the
Contractor.
8 | Page

1.4.03 SUCCESSORS AND ASSIGNS
This agreement and all of the covenants hereof, shall be binding upon the Owner and the Contractor respectively and their
partners, successors, assigns, and legal representatives. Neither the Owner nor the Contractor shall have the right to assign,
transfer, or sublet their interests or obligations hereunder without written consent of the other party.

1.4.04 SPECIAL PROVISIONS
The Owner and the Contractor mutually agree that this agreement shall be subject to the Special Provisions attached to this
document, which shall supersede other conflicting provisions of this Agreement.

IN WITNESS WHEREOF, the parties have made and executed this Agreement, the day and year first above written.

TRANS-JORDAN CITIES ____________________________________
OWNER: CONTRACTOR:

____________________________________
BY: JAREN C. SCOTT BY:

EXECUTIVE DIRECTOR ____________________________________
TITLE: TITLE:

10473 S BACCHUS HWY ____________________________________
BUSINESS ADDRESS: BUSINESS ADDRESS:

SOUTH JORDAN UT 84009 ____________________________________
CITY STATE CITY STATE
9 | Page
SECTION 1.5 - PROPOSAL GUARANTY
(Not Required in this contract)

KNOW ALL MEN BY THESE PRESENTS that we ________________________________________________________

hereinafter called the Principal, as Principal, and the _______________________________________________________

of _________________________________________________ a corporation duly organized under the laws of the State of

__________________________ hereinafter called the Surety, as Surety, are held and firmly bound unto

__________________________________________________________ hereinafter called the Obligee, in the sum of

____________________________________________ Dollars($_______________), for the payment of which sum will

and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors

and assigns, jointly and severally, firmly by these presents.

WHEREAS, the Principal has submitted a bid for_______________________________________________

______________________________________________________________________________________,

NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract
with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in
the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract
and for the prompt payment of labor and material furnished in the prosecution thereof or in the event of the
failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee
the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount
for which the Obligee may in good faith contract with another party to perform the work covered by said bid,
then this obligation shall be null and void, otherwise to remain in full force and effect.

SIGNED AND SEALED this _________day of _________________________A. D. 20__________

In the presence of: {____________________________________(Seal)
PRINCIPAL
________________________________ {________________________________________
WITNESS TITLE

{____________________________________(Seal)
SURETY
________________________________ {________________________________________
WITNESS TITLE
10 | Page
SECTION 1.6 - PERFORMANCE BOND

KNOW ALL MEN BY THESE PRESENTS that ___________________________________________________________
(Insert name and address or legal title of Contractor)

as Principal, hereinafter called Contractor, and _____________________________________________________________
(Here insert the legal title of Surety)

as Surety, hereinafter called Surety, are held and firmly bound unto

(Here insert the name and address or legal title of the Owner)

as Obligee, hereinafter called Owner, in the amount of__________________________________________________ Dollars
($___________________)

for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by the presents.

WHEREAS, Contractor has by written agreement dated_____________________, 20____

entered into a Contract with Owner for _______________________________________________________

______________________________________________________________________________________

in accordance with drawings and specifications prepared by

IGES Inc.

which Contract is by reference made a part hereof, and is hereinafter referred to as the Contract.

NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully
perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect.

a. The Surety hereby waives notice of any alteration or extension of time made by the Owner.

b. Whenever Contractor shall be, and declared by Owner to be, in default under the Contract, the
Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the
default, or shall promptly:

1. Complete the Contract in accordance with its terms and conditions, or
2. Obtain a bid or bids for submission to Owner for completing the Contract in accordance
with its terms and conditions, and upon determination by Owner and Surety of the
lowest responsible bidder, arrange for a contract between such bidder and Owner, and
make available as work progresses (even though there should be a default or succession
of defaults under the contract or contracts of completion arranged under this paragraph)
sufficient funds to pay the cost of completion less the balance of the Contract price; but
not exceeding, including other costs and damages for which the Surety may be liable
hereunder, the amount set forth in the first paragraph hereof. The term "balance of the
Contract price," as used in this paragraph, shall mean the total amount payable by Owner
to Contractor under the Contract and any amendments thereto, less the amount payable
by Owner to Contractor.

11 | Page
c. Any suit under this bond must be instituted before the expiration of two (2) years from the date
on which final payment under the Contract falls due.

d. No right of action shall accrue on this bond to or for the use of any person or corporation other
than the Owner named herein or the heirs, executors, administrators, or successors of Owner.

SIGNED AND SEALED this _______________day of _________________A.D. 20___

In the presence of:
{____________________________________(Seal)
PRINCIPAL
____________________________________ {________________________________________
WITNESS TITLE

{____________________________________(Seal)
SURETY
____________________________________ {________________________________________
WITNESS TITLE

12 | Page
SECTION 1.7 - LABOR AND MATERIAL PAYMENT BOND

KNOW ALL MEN BY THESE PRESENTS that __________________________________________________________
(Here insert the name and address or legal title of the Contractor)

as Principal, hereinafter called Principal, and ______________________________________________________________
(Here insert the legal title of Surety)

as Surety, hereinafter called Surety, are held and firmly bound unto ___________________________________________
(Here insert the name and address of legal title of the Owner)

as Obligee, hereinafter called Owner, for the use and benefit of as claimants as herein below

defined, in the amount of ________________________________________________________________________Dollars
(Here insert a sum equal to at least one half of the contract price)
($_______________).

for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents.

WHEREAS, Principal has by written agreement dated_____________________________ 20_____ entered into a contract
with

Owner for__________________________________________________________________________________________

in accordance with drawings and specifications prepared by

IGES Inc.

which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.

NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if the Principal shall promptly make payment to all
claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the
Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the
following conditions:

a. Claimant is defined as one having a direct contract with the Principal or with a sub-contractor of the
Principal for labor, material, or both, used or reasonably required for use in the performance of the
Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil,
gasoline, telephone service or rental of equipment directly applicable to the Contract.

b. The above named Principal and Surety hereby jointly and severally agree with the Owner that every
claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90)
days after the date on which the last of such claimant's work or labor was done or performed, or materials
were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to
final judgment for such sum or sum as may be justly due claimant, and have execution thereon. The Owner
shall not be liable for the payment of any costs or expenses of any such suit.

c. No suit or action shall be commenced hereunder by any claimant,

l. Unless claimant, other than one having a direct contract with the Principal, shall have given written
notice to any two of the following: The Principal, the Owner, or the Surety above named, within
ninety (90) days after such claimant did or performed the last of the work or labor, or furnished
the last of the materials for which said claim is made, stating with substantial accuracy the amount
claimed and the name of the party to whom the materials were furnished, or for whom the work
or labor was done or performed. Such notice shall be served by mailing the same by registered
13 | Page
mail or certified mail, postage prepaid, in an envelope addressed to the Principal, Owner or Surety,
at any place where an office is regularly maintained for the transaction of business, or served in
any manner in which legal process may be served in the state in which the aforesaid project is
located, save that such service need not be made by a public officer.

2. After the expiration of one (1) year following the date on which Principal ceased work on said
Contract, it being understood, however, that if any limitation embodied in this bond is prohibited
by any law controlling the construction hereof such limitation shall be deemed to be amended so
as to be equal to the minimum period of limitation permitted by such law.

3. Other than in a state court of competent jurisdiction in and for the county or other political
subdivision of the state in which the project, or any part thereof, is situated, or in the United States
District Court for the district in which the project, or any part thereof, is situated, and not
elsewhere.

d. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good
faith hereunder, inclusive of the payment by Surety of mechanics’ liens which may be filed of record against
said improvement, whether or not claim for the amount of such lien be presented under and against this
bond.

SIGNED AND SEALED this _________day of _________________________A. D. 20__________

In the presence of: {_______________________________________(Seal)
PRINCIPAL
________________________________ {___________________________________________
WITNESS TITLE

{ ______________________________________(Seal)
SURETY
_________________________________ {___________________________________________
WITNESS TITLE.
14 | Page
PART II - STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT

Prepared by

ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE

and

Issued and Published Jointly By

PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE
a practice division of the
NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
___________________

AMERICAN COUNCIL OF ENGINEERING COMPANIES
___________________

AMERICAN SOCIETY OF CIVIL ENGINEERS

This document has been approved and endorsed by

The Associated General Contractors of America

Construction Specifications Institute

Copyright ©2002

National Society of Professional Engineers
1420 King Street, Alexandria, VA 22314

American Council of Engineering Companies
1015 15th Street, N.W., Washington, DC 20005

American Society of Civil Engineers
1801 Alexander Bell Drive, Reston, VA 20191-4400

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GENERAL CONDITIONS

SECTION 2.1 - DEFINITIONS AND TERMINOLOGY
2.1.01 DEFINED TERMS

A. Wherever used in the Bidding Requirements or
Contract Documents and printed with initial capital
letters, the terms listed below will have the meanings
indicated which are applicable to both the singular and
plural thereof. In addition to terms specifically defined,
terms with initial capital letters in the Contract Documents
include references to identified sections and paragraphs,
and the titles of other documents or forms.

1. Addenda--Written or graphic instruments
issued prior to the opening of Bids which clarify, correct,
or change the Bidding Requirements or the proposed
Contract Documents.

2. Agreement--The written instrument which is
evidence of the agreement between Owner and
Contractor covering the Work.

3. Application for Payment--The form acceptable
to Engineer which is to be used by Contractor during the
course of the Work in requesting progress or final
payments and which is to be accompanied by such
supporting documentation as is required by the Contract
Documents.

4. Asbestos--Any material that contains more
than one percent asbestos and is friable or is releasing
asbestos fibers into the air above current action levels
established by the United States Occupational Safety and
Health Administration.

5. Bid--The offer or proposal of a Bidder
submitted on the prescribed form setting forth the prices
for the Work to be performed.

6. Bidder--The individual or entity who submits a
Bid directly to Owner.

7. Bidding Documents--The Bidding
Requirements and the proposed Contract Documents
(including all Addenda).

8. Bidding Requirements--The Advertisement or
Invitation to Bid, Instructions to Bidders, bid security of
acceptable form, if any, and the Bid Form with any
supplements.

9. Change Order--A document recommended by
Engineer which is signed by Contractor and Owner and
authorizes an addition, deletion, or revision in the Work
or an adjustment in the Contract Price or the Contract
Times, issued on or after the Effective Date of the
Agreement.

10. Claim--A demand or assertion by Owner or
Contractor seeking an adjustment of Contract Price or
Contract Times, or both, or other relief with respect to the
terms of the Contract. A demand for money or services by
a third party is not a Claim.

11. Contract--The entire and integrated written
agreement between the Owner and Contractor
concerning the Work. The Contract supersedes prior
negotiations, representations, or agreements, whether
written or oral.

12. Contract Documents-- Those items so
designated in the Agreement. Only printed or hard copies
of the items listed in the Agreement are Contract
Documents. Approved Shop Drawings, other Contractor’s
submittals, and the reports and drawings of subsurface
and physical conditions are not Contract Documents.

13. Contract Price--The moneys payable by
Owner to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the
Agreement (subject to the provisions of Paragraph 2.11.03
in the case of Unit Price Work).

14. Contract Times--The number of days or the
dates stated in the Agreement to: (i) achieve Milestones,
if any, (ii) achieve Substantial Completion; and (iii) com-
plete the Work so that it is ready for final payment as
evidenced by Engineer’s written recommendation of final
payment.

15. Contractor--The individual or entity with
whom Owner has entered into the Agreement.

16. Cost of the Work--See Paragraph 2.11.01.A
for definition.

17. Drawings--That part of the Contract
Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the
Work to be performed by Contractor. Shop Drawings and
other Contractor submittals are not Drawings as so
defined.

18. Effective Date of the Agreement--The date
indicated in the Agreement on which it becomes effective,
but if no such date is indicated, it means the date on which
the Agreement is signed and delivered by the last of the
two parties to sign and deliver.

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19. Engineer--The individual or entity named as
such in the Agreement.

20. Field Order--A written order issued by
Engineer which requires minor changes in the Work but
which does not involve a change in the Contract Price or
the Contract Times.
21. General Requirements--Sections of Division 1
of the Specifications. The General Requirements pertain
to all sections of the Specifications.

22. Hazardous Environmental Condition--The
presence at the Site of Asbestos, PCBs, Petroleum,
Hazardous Waste, or Radioactive Material in such
quantities or circumstances that may present a substantial
danger to persons or property exposed thereto in
connection with the Work.

23. Hazardous Waste--The term Hazardous
Waste shall have the meaning provided in Section 1004 of
the Solid Waste Disposal Act (42 USC Section 6903) as
amended from time to time.

24. Laws and Regulations; Laws or Regulations--
Any and all applicable laws, rules, regulations, ordinances,
codes, and orders of any and all governmental bodies,
agencies, authorities, and courts having jurisdiction.

25. Liens--Charges, security interests, or
encumbrances upon Project funds, real property, or
personal property.

26. Milestone--A principal event specified in the
Contract Documents relating to an intermediate comple-
tion date or time prior to Substantial Completion of all the
Work.

27. Notice of Award--The written notice by
Owner to the Successful Bidder stating that upon timely
compliance by the Successful Bidder with the conditions
precedent listed therein, Owner will sign and deliver the
Agreement.

28. Notice to Proceed--A written notice given by
Owner to Contractor fixing the date on which the Contract
Times will commence to run and on which Contractor shall
start to perform the Work under the Contract Documents.

29. Owner--The individual or entity with whom
Contractor has entered into the Agreement and for whom
the Work is to be performed.

30. PCBs--Polychlorinated biphenyls.

31. Petroleum--Petroleum, including crude oil or
any fraction thereof which is liquid at standard conditions
of temperature and pressure (60 degrees Fahrenheit and
14.7 pounds per square inch absolute), such as oil,
petroleum, fuel oil, oil sludge, oil refuse, gasoline,
kerosene, and oil mixed with other non-Hazardous Waste
and crude oils.

32. Progress Schedule--A schedule, prepared and
maintained by Contractor, describing the sequence and
duration of the activities comprising the Contractor’s plan
to accomplish the Work within the Contract Times.

33. Project--The total construction of which the
Work to be performed under the Contract Documents
may be the whole, or a part.

34. Project Manual--The bound documentary
information prepared for bidding and constructing the
Work. A listing of the contents of the Project Manual,
which may be bound in one or more volumes, is contained
in the table(s) of contents.

35. Radioactive Material--Source, special nucle-
ar, or byproduct material as defined by the Atomic Energy
Act of 1954 (42 USC Section 2011 et seq.) as amended
from time to time.

36. Related Entity -- An officer, director, partner,
employee, agent, consultant, or subcontractor.

37. Resident Project Representative--The autho-
rized representative of Engineer who may be assigned to
the Site or any part thereof.

38. Samples--Physical examples of materials,
equipment, or workmanship that are representative of
some portion of the Work and which establish the
standards by which such portion of the Work will be
judged.

39. Schedule of Submittals--A schedule, prepared
and maintained by Contractor, of required submittals and
the time requirements to support scheduled performance
of related construction activities.

40. Schedule of Values--A schedule, prepared and
maintained by Contractor, allocating portions of the
Contract Price to various portions of the Work and used as
the basis for reviewing Contractor’s Applications for
Payment.

41. Shop Drawings--All drawings, diagrams,
illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for
Contractor and submitted by Contractor to illustrate some
portion of the Work.

42. Site--Lands or areas indicated in the Contract
Documents as being furnished by Owner upon which the
Work is to be performed, including rights-of-way and
easements for access thereto, and such other lands
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furnished by Owner which are designated for the use of
Contractor.

43. Specifications--That part of the Contract
Documents consisting of written requirements for
materials, equipment, systems, standards and
workmanship as applied to the Work, and certain
administrative requirements and procedural matters
applicable thereto.

44. Subcontractor--An individual or entity having
a direct contract with Contractor or with any other
Subcontractor for the performance of a part of the Work
at the Site.

45. Substantial Completion--The time at which
the Work (or a specified part thereof) has progressed to
the point where, in the opinion of Engineer, the Work (or
a specified part thereof) is sufficiently complete, in
accordance with the Contract Documents, so that the
Work (or a specified part thereof) can be utilized for the
purposes for which it is intended. The terms “substantially
complete” and “substantially completed” as applied to all
or part of the Work refer to Substantial Completion
thereof.

46. Successful Bidder--The Bidder submitting a
responsive Bid to whom Owner makes an award.

47. Supplementary Conditions--That part of the
Contract Documents which amends or supplements these
General Conditions.

48. Supplier--A manufacturer, fabricator, suppli-
er, distributor, materialman, or vendor having a direct
contract with Contractor or with any Subcontractor to
furnish materials or equipment to be incorporated in the
Work by Contractor or any Subcontractor.

49. Underground Facilities--All underground
pipelines, conduits, ducts, cables, wires, manholes, vaults,
tanks, tunnels, or other such facilities or attachments, and
any encasements containing such facilities, including
those that convey electricity, gases, steam, liquid
petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other
liquids or chemicals, or traffic or other control systems.

50. Unit Price Work--Work to be paid for on the
basis of unit prices.

51. Work--The entire construction or the various
separately identifiable parts thereof required to be
provided under the Contract Documents. Work includes
and is the result of performing or providing all labor,
services, and documentation necessary to produce such
construction, and furnishing, installing, and incorporating
all materials and equipment into such construction, all as
required by the Contract Documents.

52. Work Change Directive--A written statement
to Contractor issued on or after the Effective Date of the
Agreement and signed by Owner and recommended by
Engineer ordering an addition, deletion, or revision in the
Work, or responding to differing or unforeseen subsurface
or physical conditions under which the Work is to be
performed or to emergencies. A Work Change Directive
will not change the Contract Price or the Contract Times
but is evidence that the parties expect that the change
ordered or documented by a Work Change Directive will
be incorporated in a subsequently issued Change Order
following negotiations by the parties as to its effect, if any,
on the Contract Price or Contract Times.
2.1.02 TERMINOLOGY

A. The following words or terms are not defined
but, when used in the Bidding Requirements or Contract
Documents, have the following meaning.

B. Intent of Certain Terms or Adjectives

1. The Contract Documents include the terms “as
allowed,” “as approved,” “as ordered”, “as directed” or
terms of like effect or import to authorize an exercise of
professional judgment by Engineer. In addition, the
adjectives “reasonable,” “suitable,” “acceptable,”
“proper,” “satisfactory,” or adjectives of like effect or
import are used to describe an action or determination of
Engineer as to the Work. It is intended that such exercise
of professional judgment, action or determination will be
solely to evaluate, in general, the Work for compliance
with the requirements of and information in the Contract
Documents and conformance with the design concept of
the completed Project as a functioning whole as shown or
indicated in the Contract Documents (unless there is a
specific statement indicating otherwise). The use of any
such term or adjective is not intended to and shall not be
effective to assign to Engineer any duty or authority to
supervise or direct the performance of the Work or any
duty or authority to undertake responsibility contrary to
the provisions of Paragraph 2.9.09 or any other provision
of the Contract Documents.

C. Day

1. The word “day” means a calendar day of
24 hours measured from midnight to the next midnight.

D. Defective

1. The word “defective,” when modifying the word
“Work,” refers to Work that is unsatisfactory, faulty, or
deficient in that it:

a. does not conform to the Contract Documents, or
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b. does not meet the requirements of any applicable
inspection, reference standard, test, or approval referred
to in the Contract Documents, or

c. has been damaged prior to Engineer’s recommendation
of final payment (unless responsibility for the protection
thereof has been assumed by Owner at Substantial
Completion in accordance with Paragraph 2.14.04 or
2.14.05).
E. Furnish, Install, Perform, Provide

1. The word “furnish,” when used in connection
with services, materials, or equipment, shall mean to
supply and deliver said services, materials, or equipment
to the Site (or some other specified location) ready for use
or installation and in usable or operable condition.

2. The word “install,” when used in connection
with services, materials, or equipment, shall mean to put
into use or place in final position said services, materials,
or equipment complete and ready for intended use.

3. The words “perform” or “provide,” when used
in connection with services, materials, or equipment, shall
mean to furnish and install said services, materials, or
equipment complete and ready for intended use.

4. When “furnish,” “install,” “perform,” or “pro-
vide” is not used in connection with services, materials, or
equipment in a context clearly requiring an obligation of
Contractor, “provide” is implied.

F. Unless stated otherwise in the Contract Docu-
ments, words or phrases which have a well-known
technical or construction industry or trade meaning are
used in the Contract Documents in accordance with such
recognized meaning.

SECTION 2.2 - PRELIMINARY MATTERS
2.2.01 DELIVERY OF BONDS AND EVIDENCE OF
INSURANCE

A. When Contractor delivers the executed
counterparts of the Agreement to Owner, Contractor shall
also deliver to Owner such bonds as Contractor may be
required to furnish.

B. Evidence of Insurance: Before any Work at the Site is
started, Contractor and Owner shall each deliver to the
other, with copies to each additional insured identified in
the Supplementary Conditions, certificates of insurance
(and other evidence of insurance which either of them or
any additional insured may reasonably request) which
Contractor and Owner respectively are required to
purchase and maintain in accordance with Section 2.5.
2.2.02 COPIES OF DOCUMENTS

A. Owner shall furnish to Contractor up to ten
printed or hard copies of the Drawings and Project
Manual. Additional copies will be furnished upon request
at the cost of reproduction.

2.2.03 COMMENCEMENT OF CONTRACT TIMES; NOTICE
TO PROCEED

A. The Contract Times will commence to run on
the thirtieth day after the Effective Date of the Agreement
or, if a Notice to Proceed is given, on the day indicated in
the Notice to Proceed. A Notice to Proceed may be given
at any time within 30 days after the Effective Date of the
Agreement. In no event will the Contract Times com-
mence to run later than the sixtieth day after the day of
Bid opening or the thirtieth day after the Effective Date of
the Agreement, whichever date is earlier.

2.2.04 STARTING THE WORK

A. Contractor shall start to perform the Work on
the date when the Contract Times commence to run. No
Work shall be done at the Site prior to the date on which
the Contract Times commence to run.

2.2.05 BEFORE STARTING CONSTRUCTION

A. Preliminary Schedules: Within 10 days after
the Effective Date of the Agreement (unless otherwise
specified in the General Requirements), Contractor shall
submit to Engineer for timely review:

1. a preliminary Progress Schedule; indicating the
times (numbers of days or dates) for starting and
completing the various stages of the Work, including any
Milestones specified in the Contract Documents;

2. a preliminary Schedule of Submittals; and

3. a preliminary Schedule of Values for all of the
Work which includes quantities and prices of items which
when added together equal the Contract Price and subdi-
vides the Work into component parts in sufficient detail to
serve as the basis for progress payments during
performance of the Work. Such prices will include an
appropriate amount of overhead and profit applicable to
each item of Work.

2.2.06 PRECONSTRUCITON CONFERENCE

A. Before any Work at the Site is started, a
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conference attended by Owner, Contractor, Engineer, and
others as appropriate will be held to establish a working
understanding among the parties as to the Work and to
discuss the schedules referred to in Paragraph 2.2.05.A,
procedures for handling Shop Drawings and other
submittals, processing Applications for Payment, and
maintaining required records.

2.2.07 INITIAL ACCEPTANCE OF SCHEDULES

A. At least 10 days before submission of the first
Application for Payment a conference attended by
Contractor, Engineer, and others as appropriate will be
held to review for acceptability to Engineer as provided
below the schedules submitted in accordance with
Paragraph 2.2.05.A. Contractor shall have an additional 10
days to make corrections and adjustments and to
complete and resubmit the schedules. No progress
payment shall be made to Contractor until acceptable
schedules are submitted to Engineer.

1. The Progress Schedule will be acceptable to
Engineer if it provides an orderly progression of the Work
to completion within the Contract Times. Such acceptance
will not impose on Engineer responsibility for the Progress
Schedule, for sequencing, scheduling, or progress of the
Work nor interfere with or relieve Contractor from
Contractor’s full responsibility therefore.

2. Contractor’s Schedule of Submittals will be
acceptable to Engineer if it provides a workable
arrangement for reviewing and processing the required
submittals.

3. Contractor’s Schedule of Values will be accept-
able to Engineer as to form and substance if it provides a
reasonable allocation of the Contract Price to component
parts of the Work.

SECTION 2.3 - CONTRACT DOCUMENTS: INTENT,
AMENDING, REUSE

2.3.01 INTENT

A. The Contract Documents are complementary;
what is required by one is as binding as if required by all.

B. It is the intent of the Contract Documents to
describe a functionally complete Project (or part thereof)
to be constructed in accordance with the Contract Docu-
ments. Any labor, documentation, services, materials, or
equipment that may reasonably be inferred from the
Contract Documents or from prevailing custom or trade
usage as being required to produce the intended result
will be provided whether or not specifically called for at
no additional cost to Owner.

C. Clarifications and interpretations of the
Contract Documents shall be issued by Engineer as
provided in Section 9.
2.3.02 REFERENCE STANDARDS

A. Standards, Specifications, Codes, Laws, and
Regulations

1. Reference to standards, specifications,
manuals, or codes of any technical society, organization,
or association, or to Laws or Regulations, whether such
reference be specific or by implication, shall mean the
standard, specification, manual, code, or Laws or Regula-
tions in effect at the time of opening of Bids (or on the
Effective Date of the Agreement if there were no Bids),
except as may be otherwise specifically stated in the
Contract Documents.

2. No provision of any such standard,
specification, manual or code, or any instruction of a
Supplier shall be effective to change the duties or
responsibilities of Owner, Contractor, or Engineer, or any
of their subcontractors, consultants, agents, or employees
from those set forth in the Contract Documents. No such
provision or instruction shall be effective to assign to
Owner, or Engineer, or any of, their Related Entities, any
duty or authority to supervise or direct the performance
of the Work or any duty or authority to undertake respon-
sibility inconsistent with the provisions of the Contract
Documents.

2.3.03 REPORTING AND RESOLVING DISCREPANCIES

A. Reporting Discrepancies

1. Contractor’s Review of Contract Documents
Before Starting Work: Before undertaking each part of the
Work, Contractor shall carefully study and compare the
Contract Documents and check and verify pertinent
figures therein and all applicable field measurements.
Contractor shall promptly report in writing to Engineer
any conflict, error, ambiguity, or discrepancy which
Contractor may discover and shall obtain a written
interpretation or clarification from Engineer before
proceeding with any Work affected thereby.

2. Contractor’s Review of Contract Documents
During Performance of Work: If, during the performance
of the Work, Contractor discovers any conflict, error,
ambiguity, or discrepancy within the Contract Documents
or between the Contract Documents and any provision of
any Law or Regulation applicable to the performance of
the Work or of any standard, specification, manual or
code, or of any instruction of any Supplier, Contractor
shall promptly report it to Engineer in writing. Contractor
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shall not proceed with the Work affected thereby (except
in an emergency as required by Paragraph 2.6.16.A) until
an amendment or supplement to the Contract Documents
has been issued by one of the methods indicated in
Paragraph 2.3.04.

3. Contractor shall not be liable to Owner or
Engineer for failure to report any conflict, error, ambigu-
ity, or discrepancy in the Contract Documents unless
Contractor knew or reasonably should have known
thereof.

B. Resolving Discrepancies

1. Except as may be otherwise specifically stated
in the Contract Documents, the provisions of the Contract
Documents shall take precedence in resolving any conflict,
error, ambiguity, or discrepancy between the provisions
of the Contract Documents and:

a. the provisions of any standard, specification, manual,
code, or instruction (whether or not specifically
incorporated by reference in the Contract Documents); or

b. the provisions of any Laws or Regulations applicable to
the performance of the Work (unless such an
interpretation of the provisions of the Contract
Documents would result in violation of such Law or
Regulation).

2.3.04 AMENDING AND SUPPLEMENTING CONTRACT
DOCUMENTS

A. The Contract Documents may be amended to
provide for additions, deletions, and revisions in the Work
or to modify the terms and conditions thereof by either a
Change Order or a Work Change Directive.

B. The requirements of the Contract Documents
may be supplemented, and minor variations and
deviations in the Work may be authorized, by one or more
of the following ways:

1. A Field Order;

2. Engineer’s approval of a Shop Drawing or Sample;
(Subject to the provisions of Paragraph 2.6.17.D.3); or

3. Engineer’s written interpretation or
clarification.

2.3.05 REUSE OF DOCUMENTS

A. Contractor and any Subcontractor or Supplier
or other individual or entity performing or furnishing all of
the Work under a direct or indirect contract with
Contractor, shall not:

1. have or acquire any title to or ownership rights
in any of the Drawings, Specifications, or other documents
(or copies of any thereof) prepared by or bearing the seal
of Engineer or Engineer’s consultants, including electronic
media editions; or

2. reuse any of such Drawings, Specifications,
other documents, or copies thereof on extensions of the
Project or any other project without written consent of
Owner and Engineer and specific written verification or
adaption by Engineer.

B. The prohibition of this Paragraph 2.3.05 will
survive final payment, or termination of the Contract.
Nothing herein shall preclude Contractor from retaining
copies of the Contract Documents for record purposes.

2.3.06 ELECTRONIC DATA

A. Copies of data furnished by Owner or Engineer
to Contractor or Contractor to Owner or Engineer that
may be relied upon are limited to the printed copies (also
known as hard copies). Files in electronic media format of
text, data, graphics, or other types are furnished only for
the convenience of the receiving party. Any conclusion or
information obtained or derived from such electronic files
will be at the user’s sole risk. If there is a discrepancy
between the electronic files and the hard copies, the hard
copies govern.

B. Because data stored in electronic media
format can deteriorate or be modified inadvertently or
otherwise without authorization of the data’s creator, the
party receiving electronic files agrees that it will perform
acceptance tests or procedures within 60 days, after
which the receiving party shall be deemed to have
accepted the data thus transferred. Any errors detected
within the 60-day acceptance period will be corrected by
the transferring party.

C. When transferring documents in electronic
media format, the transferring party makes no
representations as to long term compatibility, usability, or
readability of documents resulting from the use of
software application packages, operating systems, or
computer hardware differing from those used by the
data’s creator.

SECTION 2.4 - AVAILABILITY OF LANDS; SUBSURFACE AND
PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL
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CONDITIONS; REFERENCE POINTS

2.4.01 AVAILABILITY OF LANDS

A. Owner shall furnish the Site. Owner shall notify
Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the
Site with which Contractor must comply in performing the
Work. Owner will obtain in a timely manner and pay for
easements for permanent structures or permanent
changes in existing facilities. If Contractor and Owner are
unable to agree on entitlement to or on the amount or
extent, if any, of any adjustment in the Contract Price or
Contract Times, or both, as a result of any delay in Owner’s
furnishing the Site or a part thereof, Contractor may make
a Claim therefore as provided in Paragraph 2.10.05.

B. Upon reasonable written request, Owner shall
furnish Contractor with a current statement of record
legal title and legal description of the lands upon which
the Work is to be performed and Owner’s interest therein
as necessary for giving notice of or filing a mechanic's or
construction lien against such lands in accordance with
applicable Laws and Regulations.

C. Contractor shall provide for all additional lands
and access thereto that may be required for temporary
construction facilities or storage of materials and equip-
ment.

2.4.02 SUBSURFACE AND PHYSICAL CONDITIONS

A. Reports and Drawings: The Supplementary
Conditions identify:

1. those reports of explorations and tests of
subsurface conditions at or contiguous to the Site that
Engineer has used in preparing the Contract Documents;
and

2. those drawings of physical conditions in or
relating to existing surface or subsurface structures at or
contiguous to the Site (except Underground Facilities) that
Engineer has used in preparing the Contract Documents.

B. Limited Reliance by Contractor on Technical
Data Authorized: Contractor may rely upon the general
accuracy of the “technical data” contained in such reports
and drawings, but such reports and drawings are not
Contract Documents. Such “technical data” is identified in
the Supplementary Conditions. Except for such reliance on
such “technical data,” Contractor may not rely upon or
make any claim against Owner or Engineer, or any of their
Related Entities with respect to:

1. the completeness of such reports and
drawings for Contractor’s purposes, including, but not
limited to, any aspects of the means, methods,
techniques, sequences, and procedures of construction to
be employed by Contractor, and safety precautions and
programs incident thereto; or

2. other data, interpretations, opinions, and
information contained in such reports or shown or
indicated in such drawings; or

3. any Contractor interpretation of or conclusion
drawn from any "technical data" or any such other data,
interpretations, opinions, or information.

2.4.03 DIFFERING SUBSURFACE OR PHYSICAL
CONDITIONS

A. Notice: If Contractor believes that any subsur-
face or physical condition at or contiguous to the Site that
is uncovered or revealed either:

1. is of such a nature as to establish that any
“technical data” on which Contractor is entitled to rely as
provided in Paragraph 2.4.02 is materially inaccurate; or

2. is of such a nature as to require a change in the
Contract Documents; or

3. differs materially from that shown or indicated
in the Contract Documents; or

4. is of an unusual nature, and differs materially
from conditions ordinarily encountered and generally
recognized as inherent in work of the character provided
for in the Contract Documents; then Contractor shall,
promptly after becoming aware thereof and before
further disturbing the subsurface or physical conditions or
performing any Work in connection therewith (except in
an emergency as required by Paragraph 2.6.16.A), notify
Owner and Engineer in writing about such condition.
Contractor shall not further disturb such condition or
perform any Work in connection therewith (except as
aforesaid) until receipt of written order to do so.

B. Engineer’s Review: After receipt of written notice as
required by Paragraph 2.4.03.A, Engineer will promptly
review the pertinent condition, determine the necessity of
Owner's obtaining additional exploration or tests with
respect thereto, and advise Owner in writing (with a copy
to Contractor) of Engineer’s findings and conclusions.

C. Possible Price and Times Adjustments

1. The Contract Price or the Contract Times, or
both, will be equitably adjusted to the extent that the
existence of such differing subsurface or physical
22 | Page
condition causes an increase or decrease in Contractor’s
cost of, or time required for, performance of the Work;
subject, however, to the following:

a. such condition must meet any one or more of the
categories described in Paragraph 2.4.03.A; and

b. with respect to Work that is paid for on a Unit Price
Basis, any adjustment in Contract Price will be subject to
the provisions of Paragraphs 2.9.07 and 2.11.03.

2. Contractor shall not be entitled to any adjustment in the
Contract Price or Contract Times if:

a. Contractor knew of the existence of such conditions at
the time Contractor made a final commitment to Owner
with respect to Contract Price and Contract Times by the
submission of a Bid or becoming bound under a negotiat-
ed contract; or

b. the existence of such condition could reasonably have
been discovered or revealed as a result of any
examination, investigation, exploration, test, or study of
the Site and contiguous areas required by the Bidding
Requirements or Contract Documents to be conducted by
or for Contractor prior to Contractor's making such final
commitment; or

c. Contractor failed to give the written notice as required
by Paragraph 2.4.03.A.

3. If Owner and Contractor are unable to agree
on entitlement to or on the amount or extent, if any, of
any adjustment in the Contract Price or Contract Times, or
both, a Claim may be made therefore as provided in
Paragraph 2.10.05. However, Owner and Engineer, and
any of their Related Entities shall not be liable to
Contractor for any claims, costs, losses, or damages
(including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals
and all court or arbitration or other dispute resolution
costs) sustained by Contractor on or in connection with
any other project or anticipated project.
2.4.04 UNDERGROUND FACILITIES

A. Shown or Indicated: The information and data
shown or indicated in the Contract Documents with
respect to existing Underground Facilities at or contiguous
to the Site is based on information and data furnished to
Owner or Engineer by the owners of such Underground
Facilities, including Owner, or by others. Unless it is
otherwise expressly provided in the Supplementary
Conditions:

1. Owner and Engineer shall not be responsible
for the accuracy or completeness of any such information
or data; and

2. the cost of all of the following will be included
in the Contract Price, and Contractor shall have full
responsibility for:

a. reviewing and checking all such information and data,

b. locating all Underground Facilities shown or indicated
in the Contract Documents,

c. coordination of the Work with the owners of such Un-
derground Facilities, including Owner, during construc-
tion, and

d. the safety and protection of all such Underground Facili-
ties and repairing any damage thereto resulting from the
Work.

B. Not Shown or Indicated

1. If an Underground Facility is uncovered or
revealed at or contiguous to the Site which was not shown
or indicated, or not shown or indicated with reasonable
accuracy in the Contract Documents, Contractor shall,
promptly after becoming aware thereof and before
further disturbing conditions affected thereby or
performing any Work in connection therewith (except in
an emergency as required by Paragraph 2.6.16.A), identify
the owner of such Underground Facility and give written
notice to that owner and to Owner and Engineer. Engineer
will promptly review the Underground Facility and
determine the extent, if any, to which a change is required
in the Contract Documents to reflect and document the
consequences of the existence or location of the Under-
ground Facility. During such time, Contractor shall be
responsible for the safety and protection of such
Underground Facility.

2. If Engineer concludes that a change in the
Contract Documents is required, a Work Change Directive
or a Change Order will be issued to reflect and document
such consequences. An equitable adjustment shall be
made in the Contract Price or Contract Times, or both, to
the extent that they are attributable to the existence or
location of any Underground Facility that was not shown
or indicated or not shown or indicated with reasonable
accuracy in the Contract Documents and that Contractor
did not know of and could not reasonably have been
expected to be aware of or to have anticipated. If Owner
and Contractor are unable to agree on entitlement to or
on the amount or extent, if any, of any such adjustment in
Contract Price or Contract Times, Owner or Contractor
may make a Claim therefore as provided in Paragraph
2.10.05.
2.4.05 REFERENCE POINTS

23 | Page
A. Owner shall provide engineering surveys to
establish reference points for construction which in
Engineer’s judgment are necessary to enable Contractor
to proceed with the Work. Contractor shall be responsible
for laying out the Work, shall protect and preserve the
established reference points and property monuments,
and shall make no changes or relocations without the
prior written approval of Owner. Contractor shall report
to Engineer whenever any reference point or property
monument is lost or destroyed or requires relocation
because of necessary changes in grades or locations, and
shall be responsible for the accurate replacement or
relocation of such reference points or property
monuments by professionally qualified personnel.

2.4.06 HAZARDOUS ENVIRONMENTAL CONDITION AT
SITE

A. Reports and Drawings: Reference is made to
the Supplementary Conditions for the identification of
those reports and drawings relating to a Hazardous
Environmental Condition identified at the Site, if any, that
have been utilized by the Engineer in the preparation of
the Contract Documents.

B. Limited Reliance by Contractor on Technical
Data Authorized: Contractor may rely upon the general
accuracy of the “technical data” contained in such reports
and drawings, but such reports and drawings are not
Contract Documents. Such “technical data” is identified in
the Supplementary Conditions. Except for such reliance on
such “technical data,” Contractor may not rely upon or
make any claim against Owner or Engineer, or any of their
Related Entities with respect to:

1. the completeness of such reports and
drawings for Contractor’s purposes, including, but not
limited to, any aspects of the means, methods,
techniques, sequences and procedures of construction to
be employed by Contractor and safety precautions and
programs incident thereto; or

2. other data, interpretations, opinions and
information contained in such reports or shown or
indicated in such drawings; or

3. any Contractor interpretation of or conclusion
drawn from any “technical data” or any such other data,
interpretations, opinions or information.

C. Contractor shall not be responsible for any
Hazardous Environmental Condition uncovered or re-
vealed at the Site which was not shown or indicated in
Drawings or Specifications or identified in the Contract
Documents to be within the scope of the Work. Contractor
shall be responsible for a Hazardous Environmental
Condition created with any materials brought to the Site
by Contractor, Subcontractors, Suppliers, or anyone else
for whom Contractor is responsible.

D. If Contractor encounters a Hazardous
Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous
Environmental Condition, Contractor shall immediately:
(i) secure or otherwise isolate such condition; (ii) stop all
Work in connection with such condition and in any area
affected thereby (except in an emergency as required by
Paragraph 2.6.16.A); and (iii) notify Owner and Engineer
(and promptly thereafter confirm such notice in writing).
Owner shall promptly consult with Engineer concerning
the necessity for Owner to retain a qualified expert to
evaluate such condition or take corrective action, if any.

E. Contractor shall not be required to resume
Work in connection with such condition or in any affected
area until after Owner has obtained any required permits
related thereto and delivered to Contractor written
notice: (i) specifying that such condition and any affected
area is or has been rendered safe for the resumption of
Work; or (ii) specifying any special conditions under which
such Work may be resumed safely. If Owner and
Contractor cannot agree as to entitlement to or on the
amount or extent, if any, of any adjustment in Contract
Price or Contract Times, or both, as a result of such Work
stoppage or such special conditions under which Work is
agreed to be resumed by Contractor, either party may
make a Claim therefore as provided in Paragraph 2.10.05.

F. If after receipt of such written notice
Contractor does not agree to resume such Work based on
a reasonable belief it is unsafe, or does not agree to
resume such Work under such special conditions, then
Owner may order the portion of the Work that is in the
area affected by such condition to be deleted from the
Work. If Owner and Contractor cannot agree as to
entitlement to or on the amount or extent, if any, of an
adjustment in Contract Price or Contract Times as a result
of deleting such portion of the Work, then either party
may make a Claim therefore as provided in Paragraph
2.10.05. Owner may have such deleted portion of the
Work performed by Owner’s own forces or others in
accordance with Section 2.7.

G. To the fullest extent permitted by Laws and
Regulations, Owner shall indemnify and hold harmless
Contractor, Subcontractors, and Engineer, and the
officers, directors, partners, employees, agents,
consultants, and subcontractors of each and any of them
from and against all claims, costs, losses, and damages
(including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals
and all court or arbitration or other dispute resolution
costs) arising out of or relating to a Hazardous
Environmental Condition, provided that such Hazardous
Environmental Condition: (i) was not shown or indicated
24 | Page
in the Drawings or Specifications or identified in the
Contract Documents to be included within the scope of
the Work, and (ii) was not created by Contractor or by
anyone for whom Contractor is responsible. Nothing in
this Paragraph 2.4.06. G shall obligate Owner to indemnify
any individual or entity from and against the conse-
quences of that individual’s or entity’s own negligence.

H. To the fullest extent permitted by Laws and
Regulations, Contractor shall indemnify and hold harmless
Owner and Engineer, and the officers, directors, partners,
employees, agents, consultants, and subcontractors of
each and any of them from and against all claims, costs,
losses, and damages (including but not limited to all fees
and charges of engineers, architects, attorneys, and other
professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or by
anyone for whom Contractor is responsible. Nothing in
this Paragraph 2.4.06.H shall obligate Contractor to
indemnify any individual or entity from and against the
consequences of that individual’s or entity’s own negli-
gence.

I. The provisions of Paragraphs 2.4.02, 2.4.03,
and 2.4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
SECTION 2.5 - BONDS AND INSURANCE
2.5.01 PERFORMANCE, PAYMENT, AND OTHER BONDS

A. Contractor shall furnish performance and
payment bonds, each in an amount at least equal to the
Contract Price as security for the faithful performance and
payment of all of Contractor’s obligations under the
Contract Documents. These bonds shall remain in effect
until one year after the date when final payment becomes
due or until completion of the correction period specified
in Paragraph 2.13.07, whichever is later, except as
provided otherwise by Laws or Regulations or by the
Contract Documents. Contractor shall also furnish such
other bonds as are required by the Contract Documents.

B. All bonds shall be in the form prescribed by the
Contract Documents except as provided otherwise by
Laws or Regulations, and shall be executed by such
sureties as are named in the current list of “Companies
Holding Certificates of Authority as Acceptable Sureties on
Federal Bonds and as Acceptable Reinsuring Companies”
as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S.
Department of the Treasury. All bonds signed by an agent
must be accompanied by a certified copy of the agent’s
authority to act.

C. If the surety on any bond furnished by
Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in any state where
any part of the Project is located or it ceases to meet the
requirements of Paragraph 2.5.01.B, Contractor shall
promptly notify Owner and Engineer and shall, within 20
days after the event giving rise to such notification,
provide another bond and surety, both of which shall
comply with the requirements of Paragraphs 2.5.01.B and
2.5.02.

2.5.02 LICENSED SURETIES AND INSURERS

A. All bonds and insurance required by the
Contract Documents to be purchased and maintained by
Owner or Contractor shall be obtained from surety or
insurance companies that are duly licensed or authorized
in the jurisdiction in which the Project is located to issue
bonds or insurance policies for the limits and coverages so
required. Such surety and insurance companies shall also
meet such additional requirements and qualifications as
may be provided in the Supplementary Conditions.

2.5.03 CERTIFICATES OF INSURANCE
A. Contractor shall deliver to Owner, with copies
to each additional insured identified in the Supplementary
Conditions, certificates of insurance (and other evidence
of insurance requested by Owner or any other additional
insured) which Contractor is required to purchase and
maintain.

B. Owner shall deliver to Contractor, with copies
to each additional insured identified in the Supplementary
Conditions, certificates of insurance (and other evidence
of insurance requested by Contractor or any other
additional insured) which Owner is required to purchase
and maintain.
2.5.04 CONTRACTOR’S LIABILITY INSURANCE

A. Contractor shall purchase and maintain such
liability and other insurance as is appropriate for the Work
being performed and as will provide protection from
claims set forth below which may arise out of or result
from Contractor’s performance of the Work and
Contractor’s other obligations under the Contract
Documents, whether it is to be performed by Contractor,
any Subcontractor or Supplier, or by anyone directly or
indirectly employed by any of them to perform any of the
Work, or by anyone for whose acts any of them may be
liable:

1. claims under workers’ compensation, disability
benefits, and other similar employee benefit acts;

2. claims for damages because of bodily injury,
occupational sickness or disease, or death of Contractor’s
employees;

25 | Page
3. claims for damages because of bodily injury,
sickness or disease, or death of any person other than
Contractor’s employees;

4. claims for damages insured by reasonably
available personal injury liability coverage which are sus-
tained:

5. by any person as a result of an offense directly
or indirectly related to the employment of such person by
Contractor, or

6. by any other person for any other reason;

7. claims for damages, other than to the Work
itself, because of injury to or destruction of tangible
property wherever located, including loss of use resulting
therefrom; and

8. claims for damages because of bodily injury or
death of any person or property damage arising out of the
ownership, maintenance or use of any motor vehicle.

B. The policies of insurance required by this
Paragraph 5.04 shall:

1. with respect to insurance required by
Paragraphs 2.5.04.A.3 through 2.5.04.A.6 inclusive,
include as additional insured (subject to any customary
exclusion regarding professional liability) Owner and
Engineer, and any other individuals or entities identified
in the Supplementary Conditions, all of whom shall be
listed as additional insureds, and include coverage for the
respective officers, directors, partners, employees,
agents, consultants and subcontractors of each and any of
all such additional insureds, and the insurance afforded to
these additional insureds shall provide primary coverage
for all claims covered thereby;

2. include at least the specific coverages and be
written for not less than the limits of liability provided in
the Supplementary Conditions or required by Laws or
Regulations, whichever is greater;

3. include completed operations insurance;

4. include contractual liability insurance covering
Contractor’s indemnity obligations under Paragraphs
2.6.11 and 2.6.20;

5. contain a provision or endorsement that the
coverage afforded will not be canceled, materially
changed or renewal refused until at least 30 days prior
written notice has been given to Owner and Contractor
and to each other additional insured identified in the
Supplementary Conditions to whom a certificate of
insurance has been issued (and the certificates of
insurance furnished by the Contractor pursuant to
Paragraph 2.5.03 will so provide);

6. remain in effect at least until final payment and
at all times thereafter when Contractor may be correcting,
removing, or replacing defective Work in accordance with
Paragraph 2.13.07; and

7. with respect to completed operations insur-
ance, and any insurance coverage written on a claims-
made basis, remain in effect for at least two years after
final payment.

a. Contractor shall furnish Owner and each other
additional insured identified in the Supplementary
Conditions, to whom a certificate of insurance has been
issued, evidence satisfactory to Owner and any such
additional insured of continuation of such insurance at
final payment and one year thereafter.
2.5.05 OWNER’S LIABILITY INSURANCE

A. In addition to the insurance required to be
provided by Contractor under Paragraph 2.5.04, Owner, at
Owner’s option, may purchase and maintain at Owner’s
expense Owner’s own liability insurance as will protect
Owner against claims which may arise from operations
under the Contract Documents.
2.5.06 PROPERTY INSURANCE

A. Unless otherwise provided in the Supple-
mentary Conditions, Owner shall purchase and maintain
property insurance upon the Work at the Site in the
amount of the full replacement cost thereof (subject to
such deductible amounts as may be provided in the
Supplementary Conditions or required by Laws and
Regulations). This insurance shall:
1. include the interests of Owner, Contractor,
Subcontractors, and Engineer, and any other individuals
or entities identified in the Supplementary Conditions,
and the officers, directors, partners, employees, agents,
consultants and subcontractors of each and any of them,
each of whom is deemed to have an insurable interest and
shall be listed as an insured or additional insured;

2. be written on a Builder’s Risk “all-risk” or open
peril or special causes of loss policy form that shall at least
include insurance for physical loss or damage to the Work,
temporary buildings, false work, and materials and
equipment in transit, and shall insure against at least the
following perils or causes of loss: fire, lightning, extended
coverage, theft, vandalism and malicious mischief,
earthquake, collapse, debris removal, demolition
occasioned by enforcement of Laws and Regulations,
water damage, (other than caused by flood) and such
other perils or causes of loss as may be specifically
required by the Supplementary Conditions;

26 | Page
3. include expenses incurred in the repair or
replacement of any insured property (including but not
limited to fees and charges of engineers and architects);

4. cover materials and equipment stored at the
Site or at another location that was agreed to in writing by
Owner prior to being incorporated in the Work, provided
that such materials and equipment have been included in
an Application for Payment recommended by Engineer;
5. allow for partial utilization of the Work by
Owner;

6. include testing and startup; and

7. be maintained in effect until final payment is
made unless otherwise agreed to in writing by Owner,
Contractor, and Engineer with 30 days written notice to
each other additional insured to whom a certificate of
insurance has been issued.

B. Owner shall purchase and maintain such boiler
and machinery insurance or additional property insurance
as may be required by the Supplementary Conditions or
Laws and Regulations which will include the interests of
Owner, Contractor, Subcontractors, and Engineer, and
any other individuals or entities identified in the
Supplementary Conditions, and the officers, directors,
partners, employees, agents, consultants and
subcontractors of each and any of them, each of whom is
deemed to have an insurable interest and shall be listed
as an insured or additional insured.

C. All the policies of insurance (and the certifi-
cates or other evidence thereof) required to be purchased
and maintained in accordance with Paragraph 2.5.06 will
contain a provision or endorsement that the coverage
afforded will not be canceled or materially changed or
renewal refused until at least 30 days prior written notice
has been given to Owner and Contractor and to each other
additional insured to whom a certificate of insurance has
been issued and will contain waiver provisions in accor-
dance with Paragraph 2.5.07.

D. Owner shall not be responsible for purchasing
and maintaining any property insurance specified in this
Paragraph 2.5.06 to protect the interests of Contractor,
Subcontractors, or others in the Work to the extent of any
deductible amounts that are identified in the Supple-
mentary Conditions. The risk of loss within such identified
deductible amount will be borne by Contractor,
Subcontractors, or others suffering any such loss, and if
any of them wishes property insurance coverage within
the limits of such amounts, each may purchase and
maintain it at the purchaser’s own expense.

E. If Contractor requests in writing that other
special insurance be included in the property insurance
policies provided under Paragraph 2.5.06, Owner shall, if
possible, include such insurance, and the cost thereof will
be charged to Contractor by appropriate Change Order.
Prior to commencement of the Work at the Site, Owner
shall in writing advise Contractor whether or not such
other insurance has been procured by Owner.
2.5.07 WAIVER OF RIGHTS

A. Owner and Contractor intend that all policies
purchased in accordance with Paragraph 2.5.06 will
protect Owner, Contractor, Subcontractors, and Engineer,
and all other individuals or entities identified in the
Supplementary Conditions to be listed as insureds or
additional insureds (and the officers, directors, partners,
employees, agents, consultants and subcontractors of
each and any of them) in such policies and will provide
primary coverage for all losses and damages caused by the
perils or causes of loss covered thereby. All such policies
shall contain provisions to the effect that in the event of
payment of any loss or damage the insurers will have no
rights of recovery against any of the insureds or additional
insureds thereunder. Owner and Contractor waive all
rights against each other and their respective officers,
directors, partners, employees, agents, consultants and
subcontractors of each and any of them for all losses and
damages caused by, arising out of or resulting from any of
the perils or causes of loss covered by such policies and
any other property insurance applicable to the Work; and,
in addition, waive all such rights against Subcontractors,
and Engineer, and all other individuals or entities
identified in the Supplementary Conditions to be listed as
insured or additional insured (and the officers, directors,
partners, employees, agents, consultants and
subcontractors of each and any of them) under such
policies for losses and damages so caused. None of the
above waivers shall extend to the rights that any party
making such waiver may have to the proceeds of
insurance held by Owner as trustee or otherwise payable
under any policy so issued.

B. Owner waives all rights against Contractor,
Subcontractors, and Engineer, and the officers, directors,
partners, employees, agents, consultants and
subcontractors of each and any of them for:

1. loss due to business interruption, loss of use,
or other consequential loss extending beyond direct
physical loss or damage to Owner’s property or the Work
caused by, arising out of, or resulting from fire or other
perils whether or not insured by Owner; and

2. loss or damage to the completed Project or
part thereof caused by, arising out of, or resulting from
fire or other insured peril or cause of loss covered by any
property insurance maintained on the completed Project
or part thereof by Owner during partial utilization
pursuant to Paragraph 2.14.05, after Substantial Com-
pletion pursuant to Paragraph 2.14.04, or after final
27 | Page
payment pursuant to Paragraph 2.14.07.

C. Any insurance policy maintained by Owner
covering any loss, damage or consequential loss referred
to in Paragraph 2.5.07.B shall contain provisions to the
effect that in the event of payment of any such loss,
damage, or consequential loss, the insurers will have no
rights of recovery against Contractor, Subcontractors, or
Engineer, and the officers, directors, partners, employees,
agents, consultants and subcontractors of each and any of
them.
2.5.08 RECEIPT AND APPLICATION OF INSURANCE
PROCEEDS

A. Any insured loss under the policies of
insurance required by Paragraph 2.5.06 will be adjusted
with Owner and made payable to Owner as fiduciary for
the insureds, as their interests may appear, subject to the
requirements of any applicable mortgage clause and of
Paragraph 2.5.08.B. Owner shall deposit in a separate
account any money so received and shall distribute it in
accordance with such agreement as the parties in interest
may reach. If no other special agreement is reached, the
damaged Work shall be repaired or replaced, the moneys
so received applied on account thereof, and the Work and
the cost thereof covered by an appropriate Change Order.

B. Owner as fiduciary shall have power to adjust
and settle any loss with the insurers unless one of the
parties in interest shall object in writing within 15 days
after the occurrence of loss to Owner’s exercise of this
power. If such objection be made, Owner as fiduciary shall
make settlement with the insurers in accordance with
such agreement as the parties in interest may reach. If no
such agreement among the parties in interest is reached,
Owner as fiduciary shall adjust and settle the loss with the
insurers and, if required in writing by any party in interest,
Owner as fiduciary shall give bond for the proper
performance of such duties.

2.5.09 ACCEPTANCE OF BONDS AND INSURANCE;
OPTION TO REPLACE

A. If either Owner or Contractor has any
objection to the coverage afforded by or other provisions
of the bonds or insurance required to be purchased and
maintained by the other party in accordance with Section
2.5 on the basis of non-conformance with the Contract
Documents, the objecting party shall so notify the other
party in writing within 10 days after receipt of the
certificates (or other evidence requested) required by
Paragraph 2.2.01.B. Owner and Contractor shall each
provide to the other such additional information in
respect of insurance provided as the other may
reasonably request. If either party does not purchase or
maintain all of the bonds and insurance required of such
party by the Contract Documents, such party shall notify
the other party in writing of such failure to purchase prior
to the start of the Work, or of such failure to maintain
prior to any change in the required coverage. Without
prejudice to any other right or remedy, the other party
may elect to obtain equivalent bonds or insurance to
protect such other party's interests at the expense of the
party who was required to provide such coverage, and a
Change Order shall be issued to adjust the Contract Price
accordingly.

2.5.10 PARTIAL UTILIZATION ACKNOWLEDGEMENT OF
PROPERTY INSURER

A. If Owner finds it necessary to occupy or use a
portion or portions of the Work prior to Substantial
Completion of all the Work as provided in Paragraph
2.14.05, no such use or occupancy shall commence before
the insurers providing the property insurance pursuant to
Paragraph 2.5.06 have acknowledged notice thereof and
in writing effected any changes in coverage necessitated
thereby. The insurers providing the property insurance
shall consent by endorsement on the policy or policies,
but the property insurance shall not be canceled or
permitted to lapse on account of any such partial use or
occupancy.

SECTION 2.6- CONTRACTOR’S RESPONSIBILITIES

2.6.01 SUPERVISION AND SUPERINTENDENCE

A. Contractor shall supervise, inspect, and direct
the Work competently and efficiently, devoting such
attention thereto and applying such skills and expertise as
may be necessary to perform the Work in accordance with
the Contract Documents. Contractor shall be solely
responsible for the means, methods, techniques,
sequences, and procedures of construction. Contractor
shall not be responsible for the negligence of Owner or
Engineer in the design or specification of a specific means,
method, technique, sequence, or procedure of
construction which is shown or indicated in and expressly
required by the Contract Documents.

B. At all times during the progress of the Work,
Contractor shall assign a competent resident superin-
tendent who shall not be replaced without written notice
to Owner and Engineer except under extraordinary
circumstances. The superintendent will be Contractor’s
representative at the Site and shall have authority to act
on behalf of Contractor. All communications given to or
received from the superintendent shall be binding on
Contractor.

28 | Page
2.6.02 LABOR; WORKING HOURS

A. Contractor shall provide competent, suitably
qualified personnel to survey and lay out the Work and
perform construction as required by the Contract Docu-
ments. Contractor shall at all times maintain good disci-
pline and order at the Site.

B. Except as otherwise required for the safety or
protection of persons or the Work or property at the Site
or adjacent thereto, and except as otherwise stated in the
Contract Documents, all Work at the Site shall be
performed during regular working hours. Contractor will
not permit the performance of Work on a Saturday,
Sunday, or any legal holiday without Owner’s written
consent (which will not be unreasonably withheld) given
after prior written notice to Engineer.

2.6.03 SERVICES, MATERIALS, AND EQUIPMENT

A. Unless otherwise specified in the Contract
Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor,
transportation, construction equipment and machinery,
tools, appliances, fuel, power, light, heat, telephone,
water, sanitary facilities, temporary facilities, and all other
facilities and incidentals necessary for the performance,
testing, start-up, and completion of the Work.

B. All materials and equipment incorporated into
the Work shall be as specified or, if not specified, shall be
of good quality and new, except as otherwise provided in
the Contract Documents. All special warranties and
guarantees required by the Specifications shall expressly
run to the benefit of Owner. If required by Engineer,
Contractor shall furnish satisfactory evidence (including
reports of required tests) as to the source, kind, and
quality of materials and equipment.

C. All materials and equipment shall be stored,
applied, installed, connected, erected, protected, used,
cleaned, and conditioned in accordance with instructions
of the applicable Supplier, except as otherwise may be
provided in the Contract Documents.

2.6.04 PROGRESS SCHEDULE

A. Contractor shall adhere to the Progress
Schedule established in accordance with Paragraph 2.2.07
as it may be adjusted from time to time as provided below.

1. Contractor shall submit to Engineer for
acceptance (to the extent indicated in Paragraph 2.2.07)
proposed adjustments in the Progress Schedule that will
not result in changing the Contract Times. Such adjust-
ments will comply with any provisions of the General Re-
quirements applicable thereto.

2. Proposed adjustments in the Progress
Schedule that will change the Contract Times shall be
submitted in accordance with the requirements of Section
2.12. Adjustments in Contract Times may only be made by
a Change Order.
2.6.05 SUBSTITUTES AND “OR-EQUALS”

A. Whenever an item of material or equipment is
specified or described in the Contract Documents by using
the name of a proprietary item or the name of a particular
Supplier, the specification or description is intended to
establish the type, function, appearance, and quality
required. Unless the specification or description contains
or is followed by words reading that no like, equivalent, or
“or-equal” item or no substitution is permitted, other
items of material or equipment or material or equipment
of other Suppliers may be submitted to Engineer for
review under the circumstances described below.

1. “Or-Equal” Items: If in Engineer’s sole discre-
tion an item of material or equipment proposed by
Contractor is functionally equal to that named and
sufficiently similar so that no change in related Work will
be required, it may be considered by Engineer as an
“or-equal” item, in which case review and approval of the
proposed item may, in Engineer’s sole discretion, be
accomplished without compliance with some or all of the
requirements for approval of proposed substitute items.
For the purposes of this Paragraph 2.6.05.A.1, a proposed
item of material or equipment will be considered
functionally equal to an item so named if:

a. in the exercise of reasonable judgment Engineer
determines that:

1) it is at least equal in materials of construction,
quality, durability, appearance, strength, and design
characteristics;

2) it will reliably perform at least equally well the
function and achieve the results imposed by the design
concept of the completed Project as a functioning whole,

3) it has a proven record of performance and
availability of responsive service; and

b. Contractor certifies that, if approved and incorporated
into the Work:

1) there will be no increase in cost to the Owner or
increase in Contract Times, and

2) it will conform substantially to the detailed
requirements of the item named in the Contract
29 | Page
Documents.

2. Substitute Items

a. If in Engineer’s sole discretion an item of material or
equipment proposed by Contractor does not qualify as an
“or-equal” item under Paragraph 2.6.05.A.1, it will be
considered a proposed substitute item.

b. Contractor shall submit sufficient information as
provided below to allow Engineer to determine that the
item of material or equipment proposed is essentially
equivalent to that named and an acceptable substitute
therefore. Requests for review of proposed substitute
items of material or equipment will not be accepted by
Engineer from anyone other than Contractor.

c. The requirements for review by Engineer will be as set
forth in Paragraph 2.6.05.A.2.d, as supplemented in the
General Requirements and as Engineer may decide is
appropriate under the circumstances.

d. Contractor shall make written application to Engineer
for review of a proposed substitute item of material or
equipment that Contractor seeks to furnish or use. The
application:

1) shall certify that the proposed substitute item
will:

a) perform adequately the functions and achieve the
results called for by the general design,

b) be similar in substance to that specified, and

c) be suited to the same use as that specified;

2) will state:

a) the extent, if any, to which the use of the proposed
substitute item will prejudice Contractor’s achievement of
Substantial Completion on time;

b) whether or not use of the proposed substitute item in
the Work will require a change in any of the Contract
Documents (or in the provisions of any other direct
contract with Owner for other work on the Project) to
adapt the design to the proposed substitute item; and

c) whether or not incorporation or use of the proposed
substitute item in connection with the Work is subject to
payment of any license fee or royalty;

3) will identify:

a) all variations of the proposed substitute item from that
specified , and

b) available engineering, sales, maintenance, repair, and
replacement services;

4) and shall contain an itemized estimate of all
costs or credits that will result directly or indirectly from
use of such substitute item, including costs of redesign
and claims of other contractors affected by any resulting
change,

B. Substitute Construction Methods or Proce-
dures: If a specific means, method, technique, sequence,
or procedure of construction is expressly required by the
Contract Documents, Contractor may furnish or utilize a
substitute means, method, technique, sequence, or
procedure of construction approved by Engineer.
Contractor shall submit sufficient information to allow
Engineer, in Engineer’s sole discretion, to determine that
the substitute proposed is equivalent to that expressly
called for by the Contract Documents. The requirements
for review by Engineer will be similar to those provided in
Paragraph 2.6.05.A.2.

C. Engineer’s Evaluation: Engineer will be allowed
a reasonable time within which to evaluate each proposal
or submittal made pursuant to Paragraphs 2.6.05.A and
2.6.05.B. Engineer may require Contractor to furnish
additional data about the proposed substitute item.
Engineer will be the sole judge of acceptability. No “or
equal” or substitute will be ordered, installed or utilized
until Engineer’s review is complete, which will be
evidenced by either a Change Order for a substitute or an
approved Shop Drawing for an “or equal.” Engineer will
advise Contractor in writing of any negative
determination.

D. Special Guarantee: Owner may require
Contractor to furnish at Contractor’s expense a special
performance guarantee or other surety with respect to
any substitute.

E. Engineer’s Cost Reimbursement: Engineer will
record Engineer’s costs in evaluating a substitute
proposed or submitted by Contractor pursuant to
Paragraphs 2.6.05.A.2 and 2.6.05.B Whether or not
Engineer approves a substitute item so proposed or
submitted by Contractor, Contractor shall reimburse
Owner for the charges of Engineer for evaluating each
such proposed substitute. Contractor shall also reimburse
Owner for the charges of Engineer for making changes in
the Contract Documents (or in the provisions of any other
direct contract with Owner) resulting from the acceptance
of each proposed substitute.

F. Contractor’s Expense: Contractor shall provide
all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
2.6.06 CONCERNING SUBCONTRACTORS, SUPPLIERS,
30 | Page
AND OTHERS

A. Contractor shall not employ any Subcon-
tractor, Supplier, or other individual or entity (including
those acceptable to Owner as indicated in Paragraph
2.6.06.B), whether initially or as a replacement, against
whom Owner may have reasonable objection. Contractor
shall not be required to employ any Subcontractor,
Supplier, or other individual or entity to furnish or perform
any of the Work against whom Contractor has reasonable
objection.

B. If the Supplementary Conditions require the
identity of certain Subcontractors, Suppliers, or other
individuals or entities to be submitted to Owner in
advance for acceptance by Owner by a specified date prior
to the Effective Date of the Agreement, and if Contractor
has submitted a list thereof in accordance with the
Supplementary Conditions, Owner’s acceptance (either in
writing or by failing to make written objection thereto by
the date indicated for acceptance or objection in the
Bidding Documents or the Contract Documents) of any
such Subcontractor, Supplier, or other individual or entity
so identified may be revoked on the basis of reasonable
objection after due investigation. Contractor shall submit
an acceptable replacement for the rejected
Subcontractor, Supplier, or other individual or entity, and
the Contract Price will be adjusted by the difference in the
cost occasioned by such replacement, and an appropriate
Change Order will be issued . No acceptance by Owner of
any such Subcontractor, Supplier, or other individual or
entity, whether initially or as a replacement, shall consti-
tute a waiver of any right of Owner or Engineer to reject
defective Work.

C. Contractor shall be fully responsible to Owner
and Engineer for all acts and omissions of the
Subcontractors, Suppliers, and other individuals or
entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and
omissions. Nothing in the Contract Documents:

1. shall create for the benefit of any such
Subcontractor, Supplier, or other individual or entity any
contractual relationship between Owner or Engineer and
any such Subcontractor, Supplier or other individual or
entity, nor

2. shall anything in the Contract Documents
create any obligation on the part of Owner or
Engineer to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual
or entity except as may otherwise be required by Laws and
Regulations.

D. Contractor shall be solely responsible for
scheduling and coordinating the Work of Subcontractors,
Suppliers, and other individuals or entities performing or
furnishing any of the Work under a direct or indirect
contract with Contractor.

E. Contractor shall require all Subcontractors,
Suppliers, and such other individuals or entities per-
forming or furnishing any of the Work to communicate
with Engineer through Contractor.

F. The divisions and sections of the Specifications
and the identifications of any Drawings shall not control
Contractor in dividing the Work among Subcontractors or
Suppliers or delineating the Work to be performed by any
specific trade.
G. All Work performed for Contractor by a
Subcontractor or Supplier will be pursuant to an appro-
priate agreement between Contractor and the
Subcontractor or Supplier which specifically binds the
Subcontractor or Supplier to the applicable terms and
conditions of the Contract Documents for the benefit of
Owner and Engineer. Whenever any such agreement is
with a Subcontractor or Supplier who is listed as an
additional insured on the property insurance provided in
Paragraph 2.5.06, the agreement between the Contractor
and the Subcontractor or Supplier will contain provisions
whereby the Subcontractor or Supplier waives all rights
against Owner, Contractor, and Engineer,, and all other
individuals or entities identified in the Supplementary
Conditions to be listed as insureds or additional insureds
(and the officers, directors, partners, employees, agents,
consultants and subcontractors of each and any of them)
for all losses and damages caused by, arising out of,
relating to, or resulting from any of the perils or causes of
loss covered by such policies and any other property
insurance applicable to the Work. If the insurers on any
such policies require separate waiver forms to be signed
by any Subcontractor or Supplier, Contractor will obtain
the same.

2.6.07 PATENT FEES AND ROYALTIES

A. Contractor shall pay all license fees and
royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work
of any invention, design, process, product, or device which
is the subject of patent rights or copyrights held by others.
If a particular invention, design, process, product, or
device is specified in the Contract Documents for use in
the performance of the Work and if to the actual
knowledge of Owner or Engineer its use is subject to
patent rights or copyrights calling for the payment of any
license fee or royalty to others, the existence of such
rights shall be disclosed by Owner in the Contract
Documents.

B. To the fullest extent permitted by Laws and
Regulations, Contractor shall indemnify and hold harmless
31 | Page
Owner and Engineer, and the officers, directors, partners,
employees, agents, consultants and subcontractors of
each and any of them from and against all claims, costs,
losses, and damages (including but not limited to all fees
and charges of engineers, architects, attorneys, and other
professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to any infringe-
ment of patent rights or copyrights incident to the use in
the performance of the Work or resulting from the
incorporation in the Work of any invention, design,
process, product, or device not specified in the Contract
Documents.

2.6.08 PERMITS

A. Unless otherwise provided in the Supple-
mentary Conditions, Contractor shall obtain and pay for all
construction permits and licenses. Owner shall assist
Contractor, when necessary, in obtaining such permits
and licenses. Contractor shall pay all governmental
charges and inspection fees necessary for the prosecution
of the Work which are applicable at the time of opening
of Bids, or, if there are no Bids, on the Effective Date of the
Agreement. Owner shall pay all charges of utility owners
for connections for providing permanent service to the
Work.
2.6.09 LAWS AND REGULATIONS

A. Contractor shall give all notices required by
and shall comply with all Laws and Regulations applicable
to the performance of the Work. Except where otherwise
expressly required by applicable Laws and Regulations,
neither Owner nor Engineer shall be responsible for
monitoring Contractor’s compliance with any Laws or
Regulations.

B. If Contractor performs any Work knowing or
having reason to know that it is contrary to Laws or
Regulations, Contractor shall bear all claims, costs, losses,
and damages (including but not limited to all fees and
charges of engineers, architects, attorneys, and other
professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s primary
responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations,
but this shall not relieve Contractor of Contractor’s
obligations under Paragraph 2.3.03.

C. Changes in Laws or Regulations not known at
the time of opening of Bids (or, on the Effective Date of
the Agreement if there were no Bids) having an effect on
the cost or time of performance of the Work shall be the
subject of an adjustment in Contract Price or Contract
Times. If Owner and Contractor are unable to agree on
entitlement to or on the amount or extent, if any, of any
such adjustment, a Claim may be made therefore as
provided in Paragraph 2.10.05.

2.6.10 TAXES

A. Owner is exempt from payment of sales and
compensating use taxes of the State of Utah and of cities
and counties thereof on the contract price paid by Owner
for the Work.
1. Owner will furnish the required certificates of
tax exemption to Contractor
2. These certificates of tax exemption do not apply
to applicable sales and use tax incurred by
Contractor or its subcontractors in purchasing
construction materials or performing the Work.
3. Contractor or its subcontractors shall pay all
sales, consumer, use and other similar taxes
required to be paid by Contractor or
subcontractor in accordance with the Laws and
Regulations of the place of the Project, which
are accrued relative to the performance of the
Work.

2.6.11 USE OF SITE AND OTHER AREAS

A. Limitation on Use of Site and Other Areas

1. Contractor shall confine construction equip-
ment, the storage of materials and equipment, and the
operations of workers to the Site and other areas
permitted by Laws and Regulations, and shall not
unreasonably encumber the Site and other areas with
construction equipment or other materials or equipment.
Contractor shall assume full responsibility for any damage
to any such land or area, or to the owner or occupant
thereof, or of any adjacent land or areas resulting from the
performance of the Work.

2. Should any claim be made by any such owner
or occupant because of the performance of the Work,
Contractor shall promptly settle with such other party by
negotiation or otherwise resolve the claim by arbitration
or other dispute resolution proceeding or at law.

3. To the fullest extent permitted by Laws and
Regulations, Contractor shall indemnify and hold harmless
Owner and Engineer, and the officers, directors, partners,
employees, agents, consultants and subcontractors of
each and any of them from and against all claims, costs,
losses, and damages (including but not limited to all fees
and charges of engineers, architects, attorneys, and other
professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to any claim or
32 | Page
action, legal or equitable, brought by any such owner or
occupant against Owner, Engineer, or any other party
indemnified hereunder to the extent caused by or based
upon Contractor's performance of the Work.

B. Removal of Debris During Performance of the
Work: During the progress of the Work Contractor shall
keep the Site and other areas free from accumulations of
waste materials, rubbish, and other debris and can be
disposed of onsite for no cost. Removal and disposal of
such waste materials, rubbish, and other debris shall con-
form to applicable Laws and Regulations.

C. Cleaning: Prior to Substantial Completion of
the Work Contractor shall clean the Site and the Work and
make it ready for utilization by Owner. At the completion
of the Work Contractor shall remove from the Site all
tools, appliances, construction equipment and machinery,
and surplus materials and shall restore to original
condition all property not designated for alteration by the
Contract Documents.

D. Loading Structures: Contractor shall not load
nor permit any part of any structure to be loaded in any
manner that will endanger the structure, nor shall
Contractor subject any part of the Work or adjacent
property to stresses or pressures that will endanger it.

2.6.12 RECORD DOCUMENTS

A. Contractor shall maintain in a safe place at the
Site one record copy of all Drawings, Specifications,
Addenda, Change Orders, Work Change Directives, Field
Orders, and written interpretations and clarifications in
good order and annotated to show changes made during
construction. These record documents together with all
approved Samples and a counterpart of all approved Shop
Drawings will be available to Engineer for reference. Upon
completion of the Work, these record documents,
Samples, and Shop Drawings will be delivered to Engineer
and Owner.

2.6.13 SAFETY AND PROTECTION

A. Contractor shall be solely responsible for
initiating, maintaining and supervising all safety precau-
tions and programs in connection with the Work.
Contractor shall take all necessary precautions for the
safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:

1. all persons on the Site or who may be affected
by the Work;

2. all the Work and materials and equipment to
be incorporated therein, whether in storage on or off the
Site; and

3. other property at the Site or adjacent thereto,
including trees, shrubs, lawns, walks, pavements,
roadways, structures, utilities, and Underground Facilities
not designated for removal, relocation, or replacement in
the course of construction.

B. Contractor shall comply with all applicable
Laws and Regulations relating to the safety of persons or
property, or to the protection of persons or property from
damage, injury, or loss; and shall erect and maintain all
necessary safeguards for such safety and protection.
Contractor shall notify owners of adjacent property and of
Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall
cooperate with them in the protection, removal,
relocation, and replacement of their property.

C. All damage, injury, or loss to any property
referred to in Paragraph 2.6.13.A.2 or 2.6.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor,
any Subcontractor, Supplier, or any other individual or
entity directly or indirectly employed by any of them to
perform any of the Work, or anyone for whose acts any of
them may be liable, shall be remedied by Contractor
(except damage or loss attributable to the fault of Draw-
ings or Specifications or to the acts or omissions of Owner
or Engineer or , or anyone employed by any of them, or
anyone for whose acts any of them may be liable, and not
attributable, directly or indirectly, in whole or in part, to
the fault or negligence of Contractor or any
Subcontractor, Supplier, or other individual or entity
directly or indirectly employed by any of them).

D. Contractor’s duties and responsibilities for
safety and for protection of the Work shall continue until
such time as all the Work is completed and Engineer has
issued a notice to Owner and Contractor in accordance
with Paragraph 2.14.07.B that the Work is acceptable
(except as otherwise expressly provided in connection
with Substantial Completion).

2.6.14 SAFETY REPRESENTATIVE

A. Contractor shall designate a qualified and
experienced safety representative at the Site whose
duties and responsibilities shall be the prevention of
accidents and the maintaining and supervising of safety
precautions and programs.

2.6.15 HAZARD COMMUNICATION PROGRAMS

A. Contractor shall be responsible for coordi-
nating any exchange of material safety data sheets or
other hazard communication information required to be
33 | Page
made available to or exchanged between or among
employers at the Site in accordance with Laws or
Regulations.

2.6.16 EMERGENCIES

A. In emergencies affecting the safety or protec-
tion of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent
threatened damage, injury, or loss. Contractor shall give
Engineer prompt written notice if Contractor believes that
any significant changes in the Work or variations from the
Contract Documents have been caused thereby or are
required as a result thereof. If Engineer determines that a
change in the Contract Documents is required because of
the action taken by Contractor in response to such an
emergency, a Work Change Directive or Change Order will
be issued.
2.6.17 SHOP DRAWINGS AND SAMPLES

A. Contractor shall submit Shop Drawings and
Samples to Engineer for review and approval in accor-
dance with the acceptable Schedule of Submittals (as
required by Paragraph 2.2.07). Each submittal will be
identified as Engineer may require.

1. Shop Drawings

a. Submit number of copies specified in the General
Requirements.

b. Data shown on the Shop Drawings will be complete with
respect to quantities, dimensions, specified performance
and design criteria, materials, and similar data to show
Engineer the services, materials, and equipment
Contractor proposes to provide and to enable Engineer to
review the information for the limited purposes required
by Paragraph 2.6.17.D.

2. Samples: Contractor shall also submit Samples
to Engineer for review and approval in accordance with
the acceptable schedule of Shop Drawings and Sample
submittals.

a. Submit number of Samples specified in the
Specifications.

b. Clearly identify each Sample as to material, Supplier,
pertinent data such as catalog numbers, the use for which
intended and other data as Engineer may require to
enable Engineer to review the submittal for the limited
purposes required by Paragraph 2.6.17.D.

B. Where a Shop Drawing or Sample is required
by the Contract Documents or the Schedule of Submittals,
any related Work performed prior to Engineer’s review
and approval of the pertinent submittal will be at the sole
expense and responsibility of Contractor.

C. Submittal Procedures

1. Before submitting each Shop Drawing or
Sample, Contractor shall have determined and verified:

a. all field measurements, quantities, dimensions,
specified performance and design criteria, installation
requirements, materials, catalog numbers, and similar
information with respect thereto;

b. the suitability of all materials with respect to intended
use, fabrication, shipping, handling, storage, assembly,
and installation pertaining to the performance of the
Work;

c. all information relative to Contractor’s responsibilities
for means, methods, techniques, sequences, and proce-
dures of construction, and safety precautions and
programs incident thereto; and

d. shall also have reviewed and coordinated each Shop
Drawing or Sample with other Shop Drawings and Samples
and with the requirements of the Work and the Contract
Documents.

2. Each submittal shall bear a stamp or specific
written certification that Contractor has satisfied
Contractor’s obligations under the Contract Documents
with respect to Contractor’s review and approval of that
submittal.

3. With each submittal, Contractor shall give
Engineer specific written notice of any variations, that the
Shop Drawing or Sample may have from the requirements
of the Contract Documents. This notice shall be both a
written communication separate from the Shop Drawing’s
or Sample Submittal; and, in addition, by a specific
notation made on each Shop Drawing or Sample submit-
ted to Engineer for review and approval of each such
variation.

D. Engineer’s Review

1. Engineer will provide timely review of Shop
Drawings and Samples in accordance with the Schedule of
Submittals acceptable to Engineer. Engineer’s review and
approval will be only to determine if the items covered by
the submittals will, after installation or incorporation in
the Work, conform to the information given in the
Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole
as indicated by the Contract Documents.

2. Engineer’s review and approval will not extend
34 | Page
to means, methods, techniques, sequences, or
procedures of construction (except where a particular
means, method, technique, sequence, or procedure of
construction is specifically and expressly called for by the
Contract Documents) or to safety precautions or
programs incident thereto. The review and approval of a
separate item as such will not indicate approval of the
assembly in which the item functions.

3. Engineer’s review and approval shall not
relieve Contractor from responsibility for any variation
from the requirements of the Contract Documents unless
Contractor has complied with the requirements of
Paragraph 2.6.17.C.3 and Engineer has given written
approval of each such variation by specific written
notation thereof incorporated in or accompanying the
Shop Drawing or Sample. Engineer’s review and approval
shall not relieve Contractor from responsibility for
complying with the requirements of Paragraph 2.6.17.C.1.

E. Resubmittal Procedures

1. Contractor shall make corrections required by
Engineer and shall return the required number of cor-
rected copies of Shop Drawings and submit, as required,
new Samples for review and approval. Contractor shall
direct specific attention in writing to revisions other than
the corrections called for by Engineer on previous
submittals.

2.6.18 CONTINUING THE WORK

A. Contractor shall carry on the Work and adhere
to the Progress Schedule during all disputes or
disagreements with Owner. No Work shall be delayed or
postponed pending resolution of any disputes or
disagreements, except as permitted by Paragraph 2.15.04
or as Owner and Contractor may otherwise agree in
writing.

2.6.19 CONTRACTOR’S GENERAL WARRANTY AND
GUARANTEE

A. Contractor warrants and guarantees to Owner
that all Work will be in accordance with the Contract
Documents and will not be defective. Engineer and its
Related Entities shall be entitled to rely on representation
of Contractor’s warranty and guarantee.

B. Contractor’s warranty and guarantee
hereunder excludes defects or damage caused by:

1. abuse, modification, or improper maintenance
or operation by persons other than Contractor, Sub-
contractors, Suppliers, or any other individual or entity for
whom Contractor is responsible; or

2. normal wear and tear under normal usage.

C. Contractor’s obligation to perform and
complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will
constitute an acceptance of Work that is not in accor-
dance with the Contract Documents or a release of
Contractor’s obligation to perform the Work in
accordance with the Contract Documents:

1. observations by Engineer;

2. recommendation by Engineer or payment by
Owner of any progress or final payment;

3. the issuance of a certificate of Substantial
Completion by Engineer or any payment related thereto
by Owner;

4. use or occupancy of the Work or any part
thereof by Owner;

5. any review and approval of a Shop Drawing or
Sample submittal or the issuance of a notice of acceptabil-
ity by Engineer;

6. any inspection, test, or approval by others; or

7. any correction of defective Work by Owner.
2.6.20 INDEMNIFICATION

A. To the fullest extent permitted by Laws and
Regulations, Contractor shall indemnify and hold harmless
Owner and Engineer, and the officers, directors, partners,
employees, agents, consultants and subcontractors of
each and any of them from and against all claims, costs,
losses, and damages (including but not limited to all fees
and charges of engineers, architects, attorneys, and other
professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to the perfor-
mance of the Work, provided that any such claim, cost,
loss, or damage is attributable to bodily injury, sickness,
disease, or death, or to injury to or destruction of tangible
property (other than the Work itself), including the loss of
use resulting therefrom but only to the extent caused by
any negligent act or omission of Contractor, any
Subcontractor, any Supplier, or any individual or entity
directly or indirectly employed by any of them to perform
any of the Work or anyone for whose acts any of them
may be liable .

B. In any and all claims against Owner or Engineer
or any of their respective consultants, agents, officers,
directors, partners, or employees by any employee (or the
survivor or personal representative of such employee) of
Contractor, any Subcontractor, any Supplier, or any
35 | Page
individual or entity directly or indirectly employed by any
of them to perform any of the Work, or anyone for whose
acts any of them may be liable, the indemnification
obligation under Paragraph 2.6.20.A shall not be limited in
any way by any limitation on the amount or type of
damages, compensation, or benefits payable by or for
Contractor or any such Subcontractor, Supplier, or other
individual or entity under workers’ compensation acts,
disability benefit acts, or other employee benefit acts.

C. The indemnification obligations of Contractor
under Paragraph 2.6.20.A shall not extend to the liability
of Engineer and Engineer’s officers, directors, partners,
employees, agents, consultants and subcontractors
arising out of:

1. the preparation or approval of, or the failure
to prepare or approve, maps, Drawings, opinions, reports,
surveys, Change Orders, designs, or Specifications; or

2. giving directions or instructions, or failing to
give them, if that is the primary cause of the injury or
damage.

2.6.21 DELEGATION OF PROFESSIONAL DESIGN
SERVICES

A. Contractor will not be required to provide
professional design services unless such services are
specifically required by the Contract Documents for a
portion of the Work or unless such services are required
to carry out Contractor’s responsibilities for construction
means, methods, techniques, sequences and procedures.
Contractor shall not be required to provide professional
services in violation of applicable law.

B. If professional design services or certifications
by a design professional related to systems, materials or
equipment are specifically required of Contractor by the
Contract Documents, Owner and Engineer will specify all
performance and design criteria that such services must
satisfy. Contractor shall cause such services or
certifications to be provided by a properly licensed
professional, whose signature and seal shall appear on all
drawings, calculations, specifications, certifications, Shop
Drawings and other submittals prepared by such
professional. Shop Drawings and other submittals related
to the Work designed or certified by such professional, if
prepared by others, shall bear such professional’s written
approval when submitted to Engineer.

C. Owner and Engineer shall be entitled to rely
upon the adequacy, accuracy and completeness of the
services, certifications or approvals performed by such
design professionals, provided Owner and Engineer have
specified to Contractor all performance and design criteria
that such services must satisfy.

D. Pursuant to this Paragraph 2.6.21, Engineer’s
review and approval of design calculations and design
drawings will be only for the limited purpose of checking
for conformance with performance and design criteria
given and the design concept expressed in the Contract
Documents. Engineer’s review and approval of Shop
Drawings and other submittals (except design calculations
and design drawings) will be only for the purpose stated
in Paragraph 2.6.17.D.1.

E. Contractor shall not be responsible for the
adequacy of the performance or design criteria required
by the Contract Documents.

SECTION 2.7 - OTHER WORK AT THE SITE

2.7.01 RELATED WORK AT SITE

A. Owner may perform other work related to the
Project at the Site with Owner’s employees, or via other
direct contracts therefore, or have other work performed
by utility owners. If such other work is not noted in the
Contract Documents, then:

1. written notice thereof will be given to
Contractor prior to starting any such other work; and

2. if Owner and Contractor are unable to agree
on entitlement to or on the amount or extent, if any, of
any adjustment in the Contract Price or Contract Times
that should be allowed as a result of such other work, a
Claim may be made therefore as provided in Paragraph
2.10.05.

B. Contractor shall afford each other contractor
who is a party to such a direct contract, each utility owner
and Owner, if Owner is performing other work with
Owner’s employees, proper and safe access to the Site, a
reasonable opportunity for the introduction and storage
of materials and equipment and the execution of such
other work, and shall properly coordinate the Work with
theirs. Contractor shall do all cutting, fitting, and patching
of the Work that may be required to properly connect or
otherwise make its several parts come together and
properly integrate with such other work. Contractor shall
not endanger any work of others by cutting, excavating, or
otherwise altering their work and will only cut or alter
their work with the written consent of Engineer and the
others whose work will be affected. The duties and
responsibilities of Contractor under this Paragraph are for
the benefit of such utility owners and other contractors to
the extent that there are comparable provisions for the
benefit of Contractor in said direct contracts between
Owner and such utility owners and other contractors.
36 | Page

C. If the proper execution or results of any part of
Contractor’s Work depends upon work performed by
others under this Section 2.7, Contractor shall inspect
such other work and promptly report to Engineer in
writing any delays, defects, or deficiencies in such other
work that render it unavailable or unsuitable for the
proper execution and results of Contractor’s Work.
Contractor’s failure to so report will constitute an
acceptance of such other work as fit and proper for
integration with Contractor’s Work except for latent
defects and deficiencies in such other work.

2.7.02 COORDINATION

A. If Owner intends to contract with others for
the performance of other work on the Project at the Site,
the following will be set forth in Supplementary Condi-
tions:

1. the individual or entity who will have authority
and responsibility for coordination of the activities among
the various contractors will be identified;

2. the specific matters to be covered by such
authority and responsibility will be itemized; and

3. the extent of such authority and responsibili-
ties will be provided.

B. Unless otherwise provided in the
Supplementary Conditions, Owner shall have sole
authority and responsibility for such coordination.

2.7.03 LEGAL RELATIONSHIPS

A. Paragraphs 2.7.01.A and 2.7.02 are not
applicable for utilities not under the control of Owner.

B. Each other direct contract of Owner under
Paragraph 2.7.01.A shall provide that the other contractor
is liable to Owner and Contractor for the reasonable direct
delay and disruption costs incurred by Contractor as a
result of the other contractor’s actions or inactions.

C. Contractor shall be liable to Owner and any
other contractor for the reasonable direct delay and
disruption costs incurred by such other contractor as a
result of Contractor’s action or inactions.

SECTION 2.8 - OWNER’S RESPONSIBILITIES

2.8.01 COMMUNICATIONS TO CONTRACTOR

A. Except as otherwise provided in these General
Conditions, Owner shall issue all communications to
Contractor through Engineer or Owners representative
Jason Turville.

2.8.02 REPLACEMENT OF ENGINEER

A. In case of termination of the employment of
Engineer, Owner shall appoint an engineer to whom
Contractor makes no reasonable objection, whose status
under the Contract Documents shall be that of the former
Engineer.

2.8.03 FURNISH DATA

A. Owner shall promptly furnish the data
required of Owner under the Contract Documents.

2.8.04 PAY WHEN DUE
A. Owner shall make payments to Contractor
when they are due as provided in Paragraphs 2.14.02.C
and 2.14.07.C.

2.8.05 LANDS AND EASEMENTS; REPORTS AND TESTS

A. Owner’s duties in respect of providing lands
and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs
2.4.01 and 2.4.05. Paragraph 2.4.02 refers to Owner’s
identifying and making available to Contractor copies of
reports of explorations and tests of subsurface conditions
and drawings of physical conditions in or relating to
existing surface or subsurface structures at or contiguous
to the Site that have been utilized by Engineer in preparing
the Contract Documents.

2.8.06 INSURANCE

A. Owner’s responsibilities, if any, in respect to
purchasing and maintaining liability and property insur-
ance are set forth in Section 5.

2.8.07 CHANGE ORDERS

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A. Owner is obligated to execute Change Orders
as indicated in Paragraph 10.03.

2.8.08 INSPECTIONS, TESTS, AND APPROVALS

A. Owner’s responsibility in respect to certain
inspections, tests, and approvals is set forth in Paragraph
2.13.03.B.

2.8.09 LIMITATIONS ON OWNER’S RESPONSIBILITIES

A. The Owner shall not supervise, direct, or have
control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or
procedures of construction, or the safety precautions and
programs incident thereto, or for any failure of Contractor
to comply with Laws and Regulations applicable to the
performance of the Work. Owner will not be responsible
for Contractor’s failure to perform the Work in accordance
with the Contract Documents.

2.8.10 UNDISCLOSED HAZARDOUS ENVIRONMENTAL
CONDITION

A. Owner’s responsibility in respect to an undis-
closed Hazardous Environmental Condition is set forth in
Paragraph 2.4.06.

2.8.11 EVIDENCE OF FINANCIAL ARRANGEMENTS

A. If and to the extent Owner has agreed to
furnish Contractor reasonable evidence that financial
arrangements have been made to satisfy Owner’s
obligations under the Contract Documents, Owner’s
responsibility in respect thereof will be as set forth in the
Supplementary Conditions.

SECTION 2.9 - ENGINEER’S STATUS DURING
CONSTRUCTION

2.9.01 OWNER’S REPRESENTATIVE

A. Engineer will be Owner’s representative
during the construction period. The duties and responsi-
bilities and the limitations of authority of Engineer as
Owner’s representative during construction are set forth
in the Contract Documents and will not be changed
without written consent of Owner and Engineer.

2.9.02 VISITS TO SITE

A. Engineer will make visits to the Site at intervals
appropriate to the various stages of construction as
Engineer deems necessary in order to observe as an
experienced and qualified design professional the
progress that has been made and the quality of the
various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations,
Engineer, for the benefit of Owner, will determine, in
general, if the Work is proceeding in accordance with the
Contract Documents. Engineer will not be required to
make exhaustive or continuous inspections on the Site to
check the quality or quantity of the Work. Engineer’s
efforts will be directed toward providing for Owner a
greater degree of confidence that the completed Work
will conform generally to the Contract Documents. On the
basis of such visits and observations, Engineer will keep
Owner informed of the progress of the Work and will
endeavor to guard Owner against defective Work.

B. Engineer’s visits and observations are subject
to all the limitations on Engineer’s authority and
responsibility set forth in Paragraph 2.9.09. Particularly,
but without limitation, during or as a result of Engineer's
visits or observations of Contractor's Work Engineer will
not supervise, direct, control, or have authority over or be
responsible for Contractor’s means, methods, techniques,
sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any
failure of Contractor to comply with Laws and Regulations
applicable to the performance of the Work.

2.9.03 PROJECT REPRESENTATIVE

A. If Owner and Engineer agree, Engineer will
furnish a Resident Project Representative to assist
Engineer in providing more extensive observation of the
Work. The authority and responsibilities of any such
Resident Project Representative and assistants will be as
provided in the Supplementary Conditions, and limitations
on the responsibilities thereof will be as provided in
Paragraph 2.9.09. If Owner designates another represen-
tative or agent to represent Owner at the Site who is not
Engineer’s consultant, agent or employee, the
responsibilities and authority and limitations thereon of
such other individual or entity will be as provided in the
Supplementary Conditions.

2.9.04 AUTHORIZED VARIATIONS IN WORK

A. Engineer may authorize minor variations in the
Work from the requirements of the Contract Documents
which do not involve an adjustment in the Contract Price
or the Contract Times and are compatible with the design
concept of the completed Project as a functioning whole
38 | Page
as indicated by the Contract Documents. These may be
accomplished by a Field Order and will be binding on
Owner and also on Contractor, who shall perform the
Work involved promptly. If Owner or Contractor believes
that a Field Order justifies an adjustment in the Contract
Price or Contract Times, or both, and the parties are
unable to agree on entitlement to or on the amount or
extent, if any, of any such adjustment, a Claim may be
made therefore as provided in Paragraph 2.10.05.

2.9.05 REJECTING DEFECTIVE WORK

A. Engineer will have authority to reject Work
which Engineer believes to be defective, or that Engineer
believes will not produce a completed Project that
conforms to the Contract Documents or that will prejudice
the integrity of the design concept of the completed
Project as a functioning whole as indicated by the Contract
Documents. Engineer will also have authority to require
special inspection or testing of the Work as provided in
Paragraph 2.13.04, whether or not the Work is fabricated,
installed, or completed.

2.9.06 SHOP DRAWINGS, CHANGE ORDERS AND
PAYMENTS

A. In connection with Engineer’s authority, and
limitations thereof, as to Shop Drawings and Samples, see
Paragraph 2.6.17.

B. In connection with Engineer’s authority, and
limitations thereof, as to design calculations and design
drawings submitted in response to a delegation of
professional design services, if any, see Paragraph 2.6.21.

C. In connection with Engineer’s authority as to
Change Orders, see Sections 2.10, 2.11, and 2.12.

D. In connection with Engineer’s authority as to
Applications for Payment, see Section 2.14.

2.9.07 DETERMINATIONS FOR UNIT PRICE WORK

A. Engineer will determine the actual quantities
and classifications of Unit Price Work performed by
Contractor. Engineer will review with Contractor the
Engineer’s preliminary determinations on such matters
before rendering a written decision thereon (by
recommendation of an Application for Payment or
otherwise). Engineer’s written decision thereon will be
final and binding (except as modified by Engineer to
reflect changed factual conditions or more accurate data)
upon Owner and Contractor, subject to the provisions of
Paragraph 2.10.05.

2.9.08 DECISIONS ON REQUIREMENTS OF CONTRACT
DOCUMENTS AND ACCEPTABILITY OF WORK

A. Engineer will be the initial interpreter of the
requirements of the Contract Documents and judge of the
acceptability of the Work thereunder. All matters in
question and other matters between Owner and
Contractor arising prior to the date final payment is due
relating to the acceptability of the Work, and the
interpretation of the requirements of the Contract
Documents pertaining to the performance of the Work,
will be referred initially to Engineer in writing within 30
days of the event giving rise to the question

B. Engineer will, with reasonable promptness,
render a written decision on the issue referred. If Owner
or Contractor believes that any such decision entitles
them to an adjustment in the Contract Price or Contract
Times or both, a Claim may be made under Paragraph
2.10.05. The date of Engineer’s decision shall be the date
of the event giving rise to the issues referenced for the
purposes of Paragraph 2.10.05.B.

C. Engineer’s written decision on the issue
referred will be final and binding on Owner and
Contractor, subject to the provisions of Paragraph
2.10.05.

D. When functioning as interpreter and judge
under this Paragraph 2.9.08, Engineer will not show
partiality to Owner or Contractor and will not be liable in
connection with any interpretation or decision rendered
in good faith in such capacity.

2.9.09 LIMITATIONS ON ENGINEER’S AUTHORITY AND
RESPONSIBILITIES

A. Neither Engineer’s authority or responsibility
under this Section 2.9 or under any other provision of the
Contract Documents nor any decision made by Engineer
in good faith either to exercise or not exercise such
authority or responsibility or the undertaking, exercise, or
performance of any authority or responsibility by Engineer
shall create, impose, or give rise to any duty in contract,
tort, or otherwise owed by Engineer to Contractor, any
Subcontractor, any Supplier, any other individual or
entity, or to any surety for or employee or agent of any of
them.

B. Engineer will not supervise, direct, control, or
have authority over or be responsible for Contractor’s
means, methods, techniques, sequences, or procedures of
construction, or the safety precautions and programs
incident thereto, or for any failure of Contractor to comply
with Laws and Regulations applicable to the performance
39 | Page
of the Work. Engineer will not be responsible for
Contractor’s failure to perform the Work in accordance
with the Contract Documents.

C. Engineer will not be responsible for the acts or
omissions of Contractor or of any Subcontractor, any
Supplier, or of any other individual or entity performing
any of the Work.

D. Engineer’s review of the final Application for
Payment and accompanying documentation and all
maintenance and operating instructions, schedules,
guarantees, bonds, certificates of inspection, tests and
approvals, and other documentation required to be
delivered by Paragraph 2.14.07.A will only be to
determine generally that their content complies with the
requirements of, and in the case of certificates of in-
spections, tests, and approvals that the results certified
indicate compliance with the Contract Documents.

E. The limitations upon authority and responsibil-
ity set forth in this Paragraph 2.9.09 shall also apply to, the
Resident Project Representative, if any, and assistants, if
any.

SECTION 2.10 - CHANGES IN THE WORK; CLAIMS

2.10.01 AUTHORIZED CHANGES IN THE WORK

A. Without invalidating the Contract and without
notice to any surety, Owner may, at any time or from time
to time, order additions, deletions, or revisions in the
Work by a Change Order, or a Work Change Directive.
Upon receipt of any such document, Contractor shall
promptly proceed with the Work involved which will be
performed under the applicable conditions of the
Contract Documents (except as otherwise specifically
provided).

B. If Owner and Contractor are unable to agree
on entitlement to, or on the amount or extent, if any, of
an adjustment in the Contract Price or Contract Times, or
both, that should be allowed as a result of a Work Change
Directive, a Claim may be made therefore as provided in
Paragraph 2.10.05.

2.10.02 UNAUTHORIZED CHANGES IN THE WORK

A. Contractor shall not be entitled to an increase
in the Contract Price or an extension of the Contract Times
with respect to any work performed that is not required
by the Contract Documents as amended, modified, or
supplemented as provided in Paragraph 2.3.04, except in
the case of an emergency as provided in Paragraph 2.6.16
or in the case of uncovering Work as provided in
Paragraph 2.13.04.B.

2.10.03 EXECUTION OF CHANGE ORDERS

A. Owner and Contractor shall execute appropri-
ate Change Orders recommended by Engineer covering:

1. changes in the Work which are: (i) ordered by
Owner pursuant to Paragraph 2.10.01.A, (ii) required
because of acceptance of defective Work under Paragraph
2.13.08.A or Owner’s correction of defective Work under
Paragraph 2.13.09, or (iii) agreed to by the parties;

2. changes in the Contract Price or Contract Times which
are agreed to by the parties, including any undisputed sum
or amount of time for Work actually performed in
accordance with a Work Change Directive; and

3. changes in the Contract Price or Contract Times which
embody the substance of any written decision rendered
by Engineer pursuant to Paragraph 2.10.05; provided that,
in lieu of executing any such Change Order, an appeal may
be taken from any such decision in accordance with the
provisions of the Contract Documents and applicable Laws
and Regulations, but during any such appeal, Contractor
shall carry on the Work and adhere to the Progress
Schedule as provided in Paragraph 2.6.18.A.

2.10.04 NOTIFICATION TO SURETY

A. If notice of any change affecting the general
scope of the Work or the provisions of the Contract
Documents (including, but not limited to, Contract Price
or Contract Times) is required by the provisions of any
bond to be given to a surety, the giving of any such notice
will be Contractor’s responsibility. The amount of each
applicable bond will be adjusted to reflect the effect of any
such change.

2.10.05 CLAIMS

A. Engineer’s Decision Required: All Claims,
except those waived pursuant to Paragraph 2.14.09, shall
be referred to the Engineer for decision. A decision by
Engineer shall be required as a condition precedent to any
exercise by Owner or Contractor of any rights or remedies
either may otherwise have under the Contract Documents
or by Laws and Regulations in respect of such Claims.

B. Notice: Written notice stating the general
nature of each Claim, shall be delivered by the claimant to
Engineer and the other party to the Contract promptly
(but in no event later than 30 days) after the start of the
event giving rise thereto. The responsibility to
substantiate a Claim shall rest with the party making the
40 | Page
Claim. Notice of the amount or extent of the Claim, with
supporting data shall be delivered to the Engineer and the
other party to the Contract within 60 days after the start
of such event (unless Engineer allows additional time for
claimant to submit additional or more accurate data in
support of such Claim). A Claim for an adjustment in
Contract Price shall be prepared in accordance with the
provisions of Paragraph 2.12.01.B. A Claim for an
adjustment in Contract Time shall be prepared in
accordance with the provisions of Paragraph 2.12.02.B.
Each Claim shall be accompanied by claimant's written
statement that the adjustment claimed is the entire
adjustment to which the claimant believes it is entitled as
a result of said event. The opposing party shall submit any
response to Engineer and the claimant within 30 days
after receipt of the claimant’s last submittal (unless
Engineer allows additional time).

C. Engineer’s Action: Engineer will review each
Claim and, within 30 days after receipt of the last
submittal of the claimant or the last submittal of the
opposing party, if any, take one of the following actions in
writing:

1. deny the Claim in whole or in part,

2. approve the Claim, or

3. notify the parties that the Engineer is unable to resolve
the Claim if, in the Engineer’s sole discretion, it would be
inappropriate for the Engineer to do so. For purposes of
further resolution of the Claim, such notice shall be
deemed a denial.

D. In the event that Engineer does not take action
on a Claim within said 30 days, the Claim shall be deemed
denied.

E. Engineer’s written action under Paragraph
2.10.05.C or denial pursuant to Paragraphs 2.10.05.C.3 or
2.10.05.D will be final and binding upon Owner and
Contractor, unless Owner or Contractor invoke the
dispute resolution procedure set forth in Section 16 within
30 days of such action or denial.

F. No Claim for an adjustment in Contract Price or
Contract Times will be valid if not submitted in accordance
with this Paragraph 2.10.05.

SECTION 2.11 - COST OF THE WORK; ALLOWANCES; UNIT
PRICE WORK
2.11.01 COST OF THE WORK

A. Costs Included: The term Cost of the Work
means the sum of all costs, except those excluded in
Paragraph 2.11.01.B, necessarily incurred and paid by
Contractor in the proper performance of the Work. When
the value of any Work covered by a Change Order or when
a Claim for an adjustment in Contract Price is determined
on the basis of Cost of the Work, the costs to be
reimbursed to Contractor will be only those additional or
incremental costs required because of the change in the
Work or because of the event giving rise to the Claim.
Except as otherwise may be agreed to in writing by Owner,
such costs shall be in amounts no higher than those
prevailing in the locality of the Project, shall include only
the following items, and shall not include any of the costs
itemized in Paragraph 2.11.01.B.

1. Payroll costs for employees in the direct
employ of Contractor in the performance of the Work
under schedules of job classifications agreed upon by
Owner and Contractor. Such employees shall include,
without limitation, superintendents, foremen, and other
personnel employed full time at the Site. Payroll costs for
employees not employed full time on the Work shall be
apportioned on the basis of their time spent on the Work.
Payroll costs shall include, but not be limited to, salaries
and wages plus the cost of fringe benefits, which shall
include social security contributions, unemployment,
excise, and payroll taxes, workers’ compensation, health
and retirement benefits, bonuses, sick leave, vacation and
holiday pay applicable thereto. The expenses of
performing Work outside of regular working hours, on
Saturday, Sunday, or legal holidays, shall be included in
the above to the extent authorized by Owner.

2. Cost of all materials and equipment furnished
and incorporated in the Work, including costs of
transportation and storage thereof, and Suppliers’ field
services required in connection therewith. All cash
discounts shall accrue to Contractor unless Owner
deposits funds with Contractor with which to make pay-
ments, in which case the cash discounts shall accrue to
Owner. All trade discounts, rebates and refunds and
returns from sale of surplus materials and equipment shall
accrue to Owner, and Contractor shall make provisions so
that they may be obtained.

3. Payments made by Contractor to
Subcontractors for Work performed by Subcontractors. If
required by Owner, Contractor shall obtain competitive
bids from subcontractors acceptable to Owner and
Contractor and shall deliver such bids to Owner, who will
then determine, with the advice of Engineer, which bids,
if any, will be acceptable. If any subcontract provides that
the Subcontractor is to be paid on the basis of Cost of the
Work plus a fee, the Subcontractor’s Cost of the Work and
fee shall be determined in the same manner as
Contractor’s Cost of the Work and fee as provided in this
Paragraph 2.11.01.

4. Costs of special consultants (including but not
limited to Engineers, architects, testing laboratories,
41 | Page
surveyors, attorneys, and accountants) employed for
services specifically related to the Work.

5. Supplemental costs including the following:

a. The proportion of necessary transportation, travel, and
subsistence expenses of Contractor’s employees incurred
in discharge of duties connected with the Work.

b. Cost, including transportation and maintenance, of all
materials, supplies, equipment, machinery, appliances,
office, and temporary facilities at the Site, and hand tools
not owned by the workers, which are consumed in the
performance of the Work, and cost, less market value, of
such items used but not consumed which remain the
property of Contractor.

c. Rentals of all construction equipment and machinery,
and the parts thereof whether rented from Contractor or
others in accordance with rental agreements approved by
Owner with the advice of Engineer, and the costs of
transportation, loading, unloading, assembly, dismantling,
and removal thereof. All such costs shall be in accordance
with the terms of said rental agreements. The rental of
any such equipment, machinery, or parts shall cease when
the use thereof is no longer necessary for the Work.

d. Sales, consumer, use, and other similar taxes related to
the Work, and for which Contractor is liable, imposed by
Laws and Regulations.

e. Deposits lost for causes other than negligence of
Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any
of them may be liable, and royalty payments and fees for
permits and licenses.

f. Losses and damages (and related expenses) caused by
damage to the Work, not compensated by insurance or
otherwise, sustained by Contractor in connection with the
performance of the Work (except losses and damages
within the deductible amounts of property insurance
established in accordance with Paragraph 2.5.06.D),
provided such losses and damages have resulted from
causes other than the negligence of Contractor, any
Subcontractor, or anyone directly or indirectly employed
by any of them or for whose acts any of them may be
liable. Such losses shall include settlements made with the
written consent and approval of Owner. No such losses,
damages, and expenses shall be included in the Cost of the
Work for the purpose of determining Contractor’s fee.

g. The cost of utilities, fuel, and sanitary facilities at the
Site.

h. Minor expenses such as telegrams, long distance
telephone calls, telephone service at the Site, expresses,
and similar petty cash items in connection with the Work.

i. The costs of premiums for all bonds and insurance
Contractor is required by the Contract Documents to
purchase and maintain.

B. Costs Excluded: The term Cost of the Work
shall not include any of the following items:

1. Payroll costs and other compensation of
Contractor’s officers, executives, principals (of
partnerships and sole proprietorships), general managers,
safety managers, engineers, architects, estimators, attor-
neys, auditors, accountants, purchasing and contracting
agents, expediters, timekeepers, clerks, and other
personnel employed by Contractor, whether at the Site or
in Contractor’s principal or branch office for general
administration of the Work and not specifically included in
the agreed upon schedule of job classifications referred to
in Paragraph 2.11.01.A.1 or specifically covered by
Paragraph 2.11.01.A.4, all of which are to be considered
administrative costs covered by the Contractor’s fee.

2. Expenses of Contractor’s principal and branch
offices other than Contractor’s office at the Site.

3. Any part of Contractor’s capital expenses,
including interest on Contractor’s capital employed for the
Work and charges against Contractor for delinquent pay-
ments.

4. Costs due to the negligence of Contractor, any
Subcontractor, or anyone directly or indirectly employed
by any of them or for whose acts any of them may be
liable, including but not limited to, the correction of
defective Work, disposal of materials or equipment
wrongly supplied, and making good any damage to
property.

5. Other overhead or general expense costs of
any kind and the costs of any item not specifically and
expressly included in Paragraphs 2.11.01.A and 2.11.01.B.

C. Contractor’s Fee: When all the Work is
performed on the basis of cost-plus, Contractor’s fee shall
be determined as set forth in the Agreement. When the
value of any Work covered by a Change Order or when a
Claim for an adjustment in Contract Price is determined
on the basis of Cost of the Work, Contractor’s fee shall be
determined as set forth in Paragraph 2.12.01.C.

D. Documentation: Whenever the Cost of the
Work for any purpose is to be determined pursuant to
Paragraphs 2.11.01.A and 2.11.01.B, Contractor will
establish and maintain records thereof in accordance with
generally accepted accounting practices and submit in a
form acceptable to Engineer an itemized cost breakdown
together with supporting data.

42 | Page
2.11.02 ALLOWANCES

A. It is understood that Contractor has included
in the Contract Price all allowances so named in the
Contract Documents and shall cause the Work so covered
to be performed for such sums and by such persons or
entities as may be acceptable to Owner and Engineer.

B. Cash Allowances

1. Contractor agrees that:

a. the cash allowances include the cost to Contractor (less
any applicable trade discounts) of materials and
equipment required by the allowances to be delivered at
the Site, and all applicable taxes; and

b. Contractor’s costs for unloading and handling on the
Site, labor, installation , overhead, profit, and other
expenses contemplated for the cash allowances have
been included in the Contract Price and not in the
allowances, and no demand for additional payment on
account of any of the foregoing will be valid.

C. Contingency Allowance

1. Contractor agrees that a contingency allowance, if any,
is for the sole use of Owner to cover unanticipated costs.

D. Prior to final payment, an appropriate Change
Order will be issued as recommended by Engineer to
reflect actual amounts due Contractor on account of Work
covered by allowances, and the Contract Price shall be
correspondingly adjusted.

2.11.03 UNIT PRICE WORK
A. Where the Contract Documents provide that
all or part of the Work is to be Unit Price Work, initially the
Contract Price will be deemed to include for all Unit Price
Work an amount equal to the sum of the unit price for
each separately identified item of Unit Price Work times
the estimated quantity of each item as indicated in the
Agreement.

B. The estimated quantities of items of Unit Price
Work are not guaranteed and are solely for the purpose of
comparison of Bids and determining an initial Contract
Price. Determinations of the actual quantities and
classifications of Unit Price Work performed by Contractor
will be made by Engineer subject to the provisions of
Paragraph 2.9.07.

C. Each unit price will be deemed to include an
amount considered by Contractor to be adequate to cover
Contractor’s overhead and profit for each separately
identified item.

D. Owner or Contractor may make a Claim for an
adjustment in the Contract Price in accordance with
Paragraph 2.10.05 if:

1. the quantity of any item of Unit Price Work
performed by Contractor differs materially and signifi-
cantly from the estimated quantity of such item indicated
in the Agreement; and

2. there is no corresponding adjustment with
respect any other item of Work; and

3. Contractor believes that Contractor is entitled
to an increase in Contract Price as a result of having
incurred additional expense or Owner believes that
Owner is entitled to a decrease in Contract Price and the
parties are unable to agree as to the amount of any such
increase or decrease.

SECTION 2.12 - CHANGE OF CONTRACT PRICE; CHANGE OF
CONTRACT TIMES

2.12.01 CHANGE OF CONTRACT PRICE

A. The Contract Price may only be changed by a
Change Order. Any Claim for an adjustment in the
Contract Price shall be based on written notice submitted
by the party making the Claim to the Engineer and the
other party to the Contract in accordance with the
provisions of Paragraph 2.10.05.

B. The value of any Work covered by a Change
Order or of any Claim for an adjustment in the Contract
Price will be determined as follows:

1. where the Work involved is covered by unit
prices contained in the Contract Documents, by applica-
tion of such unit prices to the quantities of the items
involved (subject to the provisions of Paragraph 2.11.03);
or

2. where the Work involved is not covered by unit
prices contained in the Contract Documents, by a mutually
agreed lump sum (which may include an allowance for
overhead and profit not necessarily in accordance with
Paragraph 2.12.01.C.2); or

3. where the Work involved is not covered by unit
prices contained in the Contract Documents and agree-
ment to a lump sum is not reached under Paragraph
2.12.01.B.2, on the basis of the Cost of the Work
(determined as provided in Paragraph 2.11.01) plus a
Contractor’s fee for overhead and profit (determined as
provided in Paragraph 2.12.01.C).

C. Contractor’s Fee: The Contractor’s fee for
overhead and profit shall be determined as follows:
43 | Page

1. a mutually acceptable fixed fee; or

2. if a fixed fee is not agreed upon, then a fee
based on the following percentages of the various
portions of the Cost of the Work:

a. for costs incurred under Paragraphs 2.11.01.A.1 and
2.11.01.A.2, the Contractor’s fee shall be 15 percent;

b. for costs incurred under Paragraph 2.11.01.A.3, the
Contractor’s fee shall be five percent;

c. where one or more tiers of subcontracts are on the basis
of Cost of the Work plus a fee and no fixed fee is agreed
upon, the intent of Paragraph 2.12.01.C.2.a is that the
Subcontractor who actually performs the Work, at
whatever tier, will be paid a fee of 15 percent of the costs
incurred by such Subcontractor under Paragraphs
2.11.01.A.1 and 2.11.01.A.2 and that any higher tier
Subcontractor and Contractor will each be paid a fee of
five percent of the amount paid to the next lower tier
Subcontractor;

d. no fee shall be payable on the basis of costs itemized
under Paragraphs 2.11.01.A.4, 2.11.01.A.5, and 2.11.01.B;

e. the amount of credit to be allowed by Contractor to
Owner for any change which results in a net decrease in
cost will be the amount of the actual net decrease in cost
plus a deduction in Contractor’s fee by an amount equal
to five percent of such net decrease; and
f. when both additions and credits are involved in any one
change, the adjustment in Contractor’s fee shall be
computed on the basis of the net change in accordance
with Paragraphs 2.12.01.C.2.a through 2.12.01.C.2.e,
inclusive.

2.12.02 CHANGE OF CONTRACT TIMES

A. The Contract Times may only be changed by a
Change Order. Any Claim for an adjustment in the
Contract Times shall be based on written notice submitted
by the party making the Claim to the Engineer and the
other party to the Contract in accordance with the
provisions of Paragraph 2.10.05.

B. Any adjustment of the Contract Times covered
by a Change Order or any Claim for an adjustment in the
Contract Times will be determined in accordance with the
provisions of this Section 2.12.

2.12.03 DELAYS

A. Where Contractor is prevented from
completing any part of the Work within the Contract
Times due to delay beyond the control of Contractor, the
Contract Times will be extended in an amount equal to the
time lost due to such delay if a Claim is made therefore as
provided in Paragraph 2.12.02.A. Delays beyond the
control of Contractor shall include, but not be limited to,
acts or neglect by Owner, acts or neglect of utility owners
or other contractors performing other work as
contemplated by Section 2.7, fires, floods, epidemics,
abnormal weather conditions, or acts of God.

B. If Owner, Engineer, or other contractors or
utility owners performing other work for Owner as
contemplated by Section 2.7, or anyone for whom Owner
is responsible, delays, disrupts, or interferes with the
performance or progress of the Work, then Contractor
shall be entitled to an equitable adjustment in the
Contract Price or the Contract Times , or both.
Contractor’s entitlement to an adjustment of the Contract
Times is conditioned on such adjustment being essential
to Contractor’s ability to complete the Work within the
Contract Times.

C. If Contractor is delayed in the performance or
progress of the Work by fire, flood, epidemic, abnormal
weather conditions, acts of God, acts or failures to act of
utility owners not under the control of Owner, or other
causes not the fault of and beyond control of Owner and
Contractor, then Contractor shall be entitled to an
equitable adjustment in Contract Times, if such
adjustment is essential to Contractor’s ability to complete
the Work within the Contract Times. Such an adjustment
shall be Contractor’s sole and exclusive remedy for the
delays described in this Paragraph 2.12.03.C.

D. Owner, Engineer and the Related Entities of
each of them shall not be liable to Contractor for any
claims, costs, losses, or damages (including but not limited
to all fees and charges of Engineers, architects, attorneys,
and other professionals and all court or arbitration or
other dispute resolution costs) sustained by Contractor on
or in connection with any other project or anticipated
project.

E. Contractor shall not be entitled to an
adjustment in Contract Price or Contract Times for delays
within the control of Contractor. Delays attributable to
and within the control of a Subcontractor or Supplier shall
be deemed to be delays within the control of Contractor.

SECTION 2.13 - TESTS AND INSPECTIONS; CORRECTION,
REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK

2.13.01 NOTICE OF DEFECTS

A. Prompt notice of all defective Work of which
44 | Page
Owner or Engineer has actual knowledge will be given to
Contractor. All defective Work may be rejected, corrected,
or accepted as provided in this Section 2.13.

2.13.02 ACCESS TO WORK

A. Owner, Engineer, their consultants and other
representatives and personnel of Owner, independent
testing laboratories, and governmental agencies with
jurisdictional interests will have access to the Site and the
Work at reasonable times for their observation,
inspecting, and testing. Contractor shall provide them
proper and safe conditions for such access and advise
them of Contractor’s Site safety procedures and programs
so that they may comply therewith as applicable.

2.13.03 TESTS AND INSPECTIONS

A. Contractor shall give Engineer timely notice of
readiness of the Work for all required inspections, tests,
or approvals and shall cooperate with inspection and
testing personnel to facilitate required inspections or
tests.

B. Owner shall employ and pay for the services of
an independent testing laboratory to perform all
inspections, tests, or approvals required by the Contract
Documents except:

1. for inspections, tests, or approvals covered by
Paragraphs 2.13.03.C and 2.13.03.D below;

2. that costs incurred in connection with tests or
inspections conducted pursuant to Paragraph 2.13.04.B
shall be paid as provided in said Paragraph 2.13.04.C; and

3. as otherwise specifically provided in the Con-
tract Documents.

C. If Laws or Regulations of any public body
having jurisdiction require any Work (or part thereof)
specifically to be inspected, tested, or approved by an
employee or other representative of such public body,
Contractor shall assume full responsibility for arranging
and obtaining such inspections, tests, or approvals, pay all
costs in connection therewith, and furnish Engineer the
required certificates of inspection or approval.

D. Contractor shall be responsible for arranging
and obtaining and shall pay all costs in connection with
any inspections, tests, or approvals required for Owner’s
and Engineer’s acceptance of materials or equipment to
be incorporated in the Work; or acceptance of materials,
mix designs, or equipment submitted for approval prior to
Contractor’s purchase thereof for incorporation in the
Work. Such inspections, tests, or approvals shall be
performed by organizations acceptable to Owner and
Engineer.

E. If any Work (or the work of others) that is to be
inspected, tested, or approved is covered by Contractor
without written concurrence of Engineer, it must, if
requested by Engineer, be uncovered for observation.

F. Uncovering Work as provided in Paragraph
2.13.03.E shall be at Contractor’s expense unless
Contractor has given Engineer timely notice of
Contractor’s intention to cover the same and Engineer has
not acted with reasonable promptness in response to such
notice.
2.13.04 UNCOVERING WORK

A. If any Work is covered contrary to the written
request of Engineer, it must, if requested by Engineer, be
uncovered for Engineer’s observation and replaced at
Contractor’s expense.

B. If Engineer considers it necessary or advisable
that covered Work be observed by Engineer or inspected
or tested by others, Contractor, at Engineer’s request,
shall uncover, expose, or otherwise make available for
observation, inspection, or testing as Engineer may
require, that portion of the Work in question, furnishing
all necessary labor, material, and equipment.

C. If it is found that the uncovered Work is
defective, Contractor shall pay all claims, costs, losses, and
damages (including but not limited to all fees and charges
of engineers, architects, attorneys, and other
professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to such
uncovering, exposure, observation, inspection, and
testing, and of satisfactory replacement or reconstruction
(including but not limited to all costs of repair or
replacement of work of others); and Owner shall be
entitled to an appropriate decrease in the Contract Price.
If the parties are unable to agree as to the amount
thereof, Owner may make a Claim therefore as provided
in Paragraph 2.10.05.

D. If, the uncovered Work is not found to be
defective, Contractor shall be allowed an increase in the
Contract Price or an extension of the Contract Times, or
both, directly attributable to such uncovering, exposure,
observation, inspection, testing, replacement, and
reconstruction. If the parties are unable to agree as to the
amount or extent thereof, Contractor may make a Claim
therefore as provided in Paragraph 2.10.05.
2.13.05 OWNER MAY STOP THE WORK

A. If the Work is defective, or Contractor fails to
supply sufficient skilled workers or suitable materials or
45 | Page
equipment, or fails to perform the Work in such a way that
the completed Work will conform to the Contract
Documents, Owner may order Contractor to stop the
Work, or any portion thereof, until the cause for such
order has been eliminated; however, this right of Owner
to stop the Work shall not give rise to any duty on the part
of Owner to exercise this right for the benefit of
Contractor, any Subcontractor, any Supplier, any other
individual or entity, or any surety for, or employee or
agent of any of them.
2.13.06 CORRECTION OR REMOVAL OF DEFECTIVE
WORK

A. Promptly after receipt of notice, Contractor
shall correct all defective Work, whether or not fabricated,
installed, or completed, or, if the Work has been rejected
by Engineer, remove it from the Project and replace it with
Work that is not defective. Contractor shall pay all claims,
costs, losses, and damages (including but not limited to all
fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other
dispute resolution costs) arising out of or relating to such
correction or removal (including but not limited to all costs
of repair or replacement of work of others).

B. When correcting defective Work under the
terms of this Paragraph 2.13.06 or Paragraph 2.13.07,
Contractor shall take no action that would void or
otherwise impair Owner’s special warranty and
guarantee, if any, on said Work.
2.13.07 CORRECTION PERIOD

A. If within one year after the date of Substantial
Completion (or such longer period of time as may be
prescribed by the terms of any applicable special
guarantee required by the Contract Documents) or by any
specific provision of the Contract Documents, any Work is
found to be defective, or if the repair of any damages to
the land or areas made available for Contractor’s use by
Owner or permitted by Laws and Regulations as
contemplated in Paragraph 2.6.11.A is found to be
defective, Contractor shall promptly, without cost to
Owner and in accordance with Owner’s written
instructions:

1. repair such defective land or areas; or

2. correct such defective Work; or

3. if the defective Work has been rejected by
Owner, remove it from the Project and replace it with
Work that is not defective, and

4. satisfactorily correct or repair or remove and
replace any damage to other Work, to the work of others
or other land or areas resulting therefrom.

B. If Contractor does not promptly comply with
the terms of Owner’s written instructions, or in an
emergency where delay would cause serious risk of loss or
damage, Owner may have the defective Work corrected
or repaired or may have the rejected Work removed and
replaced. All claims, costs, losses, and damages (including
but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out
of or relating to such correction or repair or such removal
and replacement (including but not limited to all costs of
repair or replacement of work of others) will be paid by
Contractor.

C. In special circumstances where a particular
item of equipment is placed in continuous service before
Substantial Completion of all the Work, the correction
period for that item may start to run from an earlier date
if so provided in the Specifications.

D. Where defective Work (and damage to other
Work resulting therefrom) has been corrected or removed
and replaced under this Paragraph 2.13.07, the correction
period hereunder with respect to such Work will be
extended for an additional period of one year after such
correction or removal and replacement has been
satisfactorily completed.

E. Contractor’s obligations under this Paragraph
2.13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 2.13.07 shall
not be construed as a substitute for or a waiver of the
provisions of any applicable statute of limitation or
repose.

2.13.08 ACCEPTANCE OF DEFECTIVE WORK

A. If, instead of requiring correction or removal
and replacement of defective Work, Owner (and, prior to
Engineer’s recommendation of final payment, Engineer)
prefers to accept it, Owner may do so. Contractor shall pay
all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or
arbitration or other dispute resolution costs) attributable
to Owner’s evaluation of and determination to accept
such defective Work (such costs to be approved by
Engineer as to reasonableness) and the diminished value
of the Work to the extent not otherwise paid by
Contractor pursuant to this sentence. If any such
acceptance occurs prior to Engineer’s recommendation of
final payment, a Change Order will be issued incorporating
the necessary revisions in the Contract Documents with
respect to the Work, and Owner shall be entitled to an
appropriate decrease in the Contract Price, reflecting the
46 | Page
diminished value of Work so accepted. If the parties are
unable to agree as to the amount thereof, Owner may
make a Claim therefore as provided in Paragraph 2.10.05.
If the acceptance occurs after such recommendation, an
appropriate amount will be paid by Contractor to Owner.

2.13.09 OWNER MAY CORRECT DEFECTIVE WORK

A. If Contractor fails within a reasonable time
after written notice from Engineer to correct defective
Work or to remove and replace rejected Work as required
by Engineer in accordance with Paragraph 2.13.06.A, or if
Contractor fails to perform the Work in accordance with
the Contract Documents, or if Contractor fails to comply
with any other provision of the Contract Documents,
Owner may, after seven days written notice to Contractor,
correct or remedy any such deficiency.

B. In exercising the rights and remedies under
this Paragraph 2.13.09, Owner shall proceed expedi-
tiously. In connection with such corrective or remedial
action, Owner may exclude Contractor from all or part of
the Site, take possession of all or part of the Work and
suspend Contractor’s services related thereto, take
possession of Contractor’s tools, appliances, construction
equipment and machinery at the Site, and incorporate in
the Work all materials and equipment stored at the Site or
for which Owner has paid Contractor but which are stored
elsewhere. Contractor shall allow Owner, Owner’s
representatives, agents and employees, Owner’s other
contractors, and Engineer and Engineer’s consultants
access to the Site to enable Owner to exercise the rights
and remedies under this Paragraph.

C. All claims, costs, losses, and damages
(including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals
and all court or arbitration or other dispute resolution
costs) incurred or sustained by Owner in exercising the
rights and remedies under this Paragraph 2.13.09 will be
charged against Contractor, and a Change Order will be
issued incorporating the necessary revisions in the
Contract Documents with respect to the Work; and Owner
shall be entitled to an appropriate decrease in the
Contract Price. If the parties are unable to agree as to the
amount of the adjustment, Owner may make a Claim
therefore as provided in Paragraph 2.10.05. Such claims,
costs, losses and damages will include but not be limited
to all costs of repair, or replacement of work of others
destroyed or damaged by correction, removal, or replace-
ment of Contractor’s defective Work.

D. Contractor shall not be allowed an extension
of the Contract Times because of any delay in the
performance of the Work attributable to the exercise by
Owner of Owner’s rights and remedies under this
Paragraph 2.13.09.

SECTION 2.14 - PAYMENTS TO CONTRACTOR AND
COMPLETION

2.14.01 SCHEDULE OF VALUES

A. The Schedule of Values established as provid-
ed in Paragraph 2.2.07.A will serve as the basis for
progress payments and will be incorporated into a form of
Application for Payment acceptable to Engineer. Progress
payments on account of Unit Price Work will be based on
the number of units completed.
2.14.02 PROGRESS PAYMENTS

A. Applications for Payments

1. At least 20 days before the date established in
the Agreement for each progress payment (but not more
often than once a month), Contractor shall submit to
Engineer for review an Application for Payment filled out
and signed by Contractor covering the Work completed as
of the date of the Application and accompanied by such
supporting documentation as is required by the Contract
Documents. If payment is requested on the basis of
materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another
location agreed to in writing, the Application for Payment
shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that Owner has received the
materials and equipment free and clear of all Liens and
evidence that the materials and equipment are covered
by appropriate property insurance or other arrangements
to protect Owner’s interest therein, all of which must be
satisfactory to Owner.

2. Beginning with the second Application for
Payment, each Application shall include an affidavit of
Contractor stating that all previous progress payments
received on account of the Work have been applied on
account to discharge Contractor’s legitimate obligations
associated with prior Applications for Payment.

3. The amount of retainage with respect to
progress payments will be as stipulated in the Agreement.

B. Review of Applications

1. Engineer will, within 10 days after receipt of
each Application for Payment, either indicate in writing a
recommendation of payment and present the Application
to Owner or return the Application to Contractor
indicating in writing Engineer’s reasons for refusing to
recommend payment. In the latter case, Contractor may
make the necessary corrections and resubmit the
47 | Page
Application.

2. Engineer’s recommendation of any payment
requested in an Application for Payment will constitute a
representation by Engineer to Owner, based on Engineer’s
observations on the Site of the executed Work as an
experienced and qualified design professional and on
Engineer's review of the Application for Payment and the
accompanying data and schedules, that to the best of
Engineer’s knowledge, information and belief:

a. the Work has progressed to the point indicated;

b. the quality of the Work is generally in accordance with
the Contract Documents (subject to an evaluation of the
Work as a functioning whole prior to or upon Substantial
Completion, to the results of any subsequent tests called
for in the Contract Documents, to a final determination of
quantities and classifications for Unit Price Work under
Paragraph 2.9.07, and to any other qualifications stated in
the recommendation); and

c. the conditions precedent to Contractor’s being entitled
to such payment appear to have been fulfilled in so far as
it is Engineer’s responsibility to observe the Work.

3. By recommending any such payment Engineer
will not thereby be deemed to have represented that:

a. inspections made to check the quality or the quantity of
the Work as it has been performed have been exhaustive,
extended to every aspect of the Work in progress, or
involved detailed inspections of the Work beyond the
responsibilities specifically assigned to Engineer in the
Contract Documents; or

b. that there may not be other matters or issues between
the parties that might entitle Contractor to be paid
additionally by Owner or entitle Owner to withhold
payment to Contractor.
4. Neither Engineer’s review of Contractor’s
Work for the purposes of recommending payments nor
Engineer’s recommendation of any payment, including
final payment, will impose responsibility on Engineer:

a. to supervise, direct, or control the Work, or

b. for the means, methods, techniques, sequences, or
procedures of construction, or the safety precautions and
programs incident thereto, or

c. for Contractor’s failure to comply with Laws and
Regulations applicable to Contractor’s performance of the
Work, or

d. to make any examination to ascertain how or for what
purposes Contractor has used the moneys paid on
account of the Contract Price, or

e. to determine that title to any of the Work, materials, or
equipment has passed to Owner free and clear of any
Liens.

5. Engineer may refuse to recommend the whole
or any part of any payment if, in Engineer’s opinion, it
would be incorrect to make the representations to Owner
stated in Paragraph 2.14.02.B.2. Engineer may also refuse
to recommend any such payment or, because of subse-
quently discovered evidence or the results of subsequent
inspections or tests, revise or revoke any such payment
recommendation previously made, to such extent as may
be necessary in Engineer’s opinion to protect Owner from
loss because:

a. the Work is defective, or completed Work has been
damaged, requiring correction or replacement;

b. the Contract Price has been reduced by Change Orders;

c. Owner has been required to correct defective Work or
complete Work in accordance with Paragraph 2.13.09; or

d. Engineer has actual knowledge of the occurrence of any
of the events enumerated in Paragraph 2.15.02.A.

C. Payment Becomes Due

1. Ten days after presentation of the Application
for Payment to Owner with Engineer’s recommendation,
the amount recommended will (subject to the provisions
of Paragraph 2.14.02.D) become due, and when due will
be paid by Owner to Contractor.

D. Reduction in Payment

1. Owner may refuse to make payment of the full
amount recommended by Engineer because:
a. claims have been made against Owner on account of
Contractor’s performance or furnishing of the Work;
b. Liens have been filed in connection with the Work,
except where Contractor has delivered a specific bond
satisfactory to Owner to secure the satisfaction and
discharge of such Liens;

c. there are other items entitling Owner to a set-off
against the amount recommended; or

d. Owner has actual knowledge of the occurrence of any
of the events enumerated in Paragraphs 2.14.02.B.5.a
through 2.14.02.B.5.c or Paragraph 2.15.02.A.

2. If Owner refuses to make payment of the full
amount recommended by Engineer, Owner will give
Contractor immediate written notice (with a copy to
Engineer) stating the reasons for such action and promptly
pay Contractor any amount remaining after deduction of
48 | Page
the amount so withheld. Owner shall promptly pay
Contractor the amount so withheld, or any adjustment
thereto agreed to by Owner and Contractor, when
Contractor corrects to Owner’s satisfaction the reasons
for such action.

3. If it is subsequently determined that Owner’s
refusal of payment was not justified, the amount
wrongfully withheld shall be treated as an amount due as
determined by Paragraph 2.14.02.C.1.

2.14.03 CONTRACTOR’S WARRANTY OF TITLE

A. Contractor warrants and guarantees that title
to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the
Project or not, will pass to Owner no later than the time of
payment free and clear of all Liens.

2.14.04 SUBSTANTIAL COMPLETION

A. When Contractor considers the entire Work
ready for its intended use Contractor shall notify Owner
and Engineer in writing that the entire Work is
substantially complete (except for items specifically listed
by Contractor as incomplete) and request that Engineer
issue a certificate of Substantial Completion.

B. Promptly after Contractor’s notification, ,
Owner, Contractor, and Engineer shall make an inspection
of the Work to determine the status of completion. If
Engineer does not consider the Work substantially
complete, Engineer will notify Contractor in writing giving
the reasons therefore.

C. If Engineer considers the Work substantially
complete, Engineer will deliver to Owner a tentative
certificate of Substantial Completion which shall fix the
date of Substantial Completion. There shall be attached to
the certificate a tentative list of items to be completed or
corrected before final payment. Owner shall have seven
days after receipt of the tentative certificate during which
to make written objection to Engineer as to any provisions
of the certificate or attached list. If, after considering such
objections, Engineer concludes that the Work is not
substantially complete, Engineer will within 14 days after
submission of the tentative certificate to Owner notify
Contractor in writing, stating the reasons therefore. If,
after consideration of Owner’s objections, Engineer
considers the Work substantially complete, Engineer will
within said 14 days execute and deliver to Owner and
Contractor a definitive certificate of Substantial Comple-
tion (with a revised tentative list of items to be completed
or corrected) reflecting such changes from the tentative
certificate as Engineer believes justified after consider-
ation of any objections from Owner.

D. At the time of delivery of the tentative
certificate of Substantial Completion, Engineer will deliver
to Owner and Contractor a written recommendation as to
division of responsibilities pending final payment between
Owner and Contractor with respect to security, operation,
safety, and protection of the Work, maintenance, heat,
utilities, insurance, and warranties and guarantees. Unless
Owner and Contractor agree otherwise in writing and so
inform Engineer in writing prior to Engineer’s issuing the
definitive certificate of Substantial Completion, Engineer’s
aforesaid recommendation will be binding on Owner and
Contractor until final payment.

E. Owner shall have the right to exclude
Contractor from the Site after the date of Substantial
Completion subject to allowing Contractor reasonable
access to complete or correct items on the tentative list.

2.14.05 PARTIAL UTILIZATION

A. Prior to Substantial Completion of all the
Work, Owner may use or occupy any substantially
completed part of the Work which has specifically been
identified in the Contract Documents, or which Owner,
Engineer, and Contractor agree constitutes a separately
functioning and usable part of the Work that can be used
by Owner for its intended purpose without significant
interference with Contractor’s performance of the
remainder of the Work, subject to the following condi-
tions.

1. Owner at any time may request Contractor in
writing to permit Owner to use or occupy any such part of
the Work which Owner believes to be ready for its
intended use and substantially complete. If and when
Contractor agrees that such part of the Work is
substantially complete, Contractor will certify to Owner
and Engineer that such part of the Work is substantially
complete and request Engineer to issue a certificate of
Substantial Completion for that part of the Work.

2. Contractor at any time may notify Owner and
Engineer in writing that Contractor considers any such
part of the Work ready for its intended use and substan-
tially complete and request Engineer to issue a certificate
of Substantial Completion for that part of the Work.

3. Within a reasonable time after either such
request, Owner, Contractor, and Engineer shall make an
inspection of that part of the Work to determine its status
of completion. If Engineer does not consider that part of
the Work to be substantially complete, Engineer will notify
Owner and Contractor in writing giving the reasons
therefore. If Engineer considers that part of the Work to
be substantially complete, the provisions of Paragraph
2.14.04 will apply with respect to certification of
49 | Page
Substantial Completion of that part of the Work and the
division of responsibility in respect thereof and access
thereto.

4. No use or occupancy or separate operation of
part of the Work may occur prior to compliance with the
requirements of Paragraph 2.5.10 regarding property
insurance.

2.14.06 FINAL INSPECTION

A. Upon written notice from Contractor that the
entire Work or an agreed portion thereof is complete,
Engineer will promptly make a final inspection with Owner
and Contractor and will notify Contractor in writing of all
particulars in which this inspection reveals that the Work
is incomplete or defective. Contractor shall immediately
take such measures as are necessary to complete such
Work or remedy such deficiencies.

2.14.07 FINAL PAYMENT

A. Application for Payment

1. After Contractor has, in the opinion of
Engineer, satisfactorily completed all corrections
identified during the final inspection and has delivered, in
accordance with the Contract Documents, all main-
tenance and operating instructions, schedules, guaran-
tees, bonds, certificates or other evidence of insurance
certificates of inspection, marked-up record documents
(as provided in Paragraph 2.6.12), and other documents,
Contractor may make application for final payment
following the procedure for progress payments.

2. The final Application for Payment shall be
accompanied (except as previously delivered) by:

a. all documentation called for in the Contract Documents,
including but not limited to the evidence of insurance
required by Paragraph 2.5.04.B.7;

b. consent of the surety, if any, to final payment;

c. a list of all Claims against Owner that Contractor
believes are unsettled; and

d. complete and legally effective releases or waivers
(satisfactory to Owner) of all Lien rights arising out of or
Liens filed in connection with the Work.

3. In lieu of the releases or waivers of Liens
specified in Paragraph 2.14.07.A.2 and as approved by
Owner, Contractor may furnish receipts or releases in full
and an affidavit of Contractor that: (i) the releases and
receipts include all labor, services, material, and
equipment for which a Lien could be filed; and (ii) all
payrolls, material and equipment bills, and other
indebtedness connected with the Work for which Owner
or Owner's property might in any way be responsible have
been paid or otherwise satisfied. If any Subcontractor or
Supplier fails to furnish such a release or receipt in full,
Contractor may furnish a bond or other collateral
satisfactory to Owner to indemnify Owner against any
Lien.

B. Engineer’s Review of Application and
Acceptance

1. If, on the basis of Engineer’s observation of the
Work during construction and final inspection, and
Engineer’s review of the final Application for Payment and
accompanying documentation as required by the Contract
Documents, Engineer is satisfied that the Work has been
completed and Contractor’s other obligations under the
Contract Documents have been fulfilled, Engineer will,
within ten days after receipt of the final Application for
Payment, indicate in writing Engineer’s recommendation
of payment and present the Application for Payment to
Owner for payment. At the same time Engineer will also
give written notice to Owner and Contractor that the
Work is acceptable subject to the provisions of Paragraph
2.14.09. Otherwise, Engineer will return the Application
for Payment to Contractor, indicating in writing the
reasons for refusing to recommend final payment, in
which case Contractor shall make the necessary
corrections and resubmit the Application for Payment.

C. Payment Becomes Due

1. Thirty days after the presentation to Owner of
the Application for Payment and accompanying docu-
mentation, the amount recommended by Engineer, less
any sum Owner is entitled to set off against Engineer’s
recommendation, including but not limited to liquidated
damages, will become due and , will be paid by Owner to
Contractor.

2.14.08 FINAL COMPLETION DELAYED

A. If, through no fault of Contractor, final
completion of the Work is significantly delayed, and if
Engineer so confirms, Owner shall, upon receipt of
Contractor’s final Application for Payment (for Work fully
completed and accepted) and recommendation of
Engineer, and without terminating the Contract, make
payment of the balance due for that portion of the Work
fully completed and accepted. If the remaining balance to
be held by Owner for Work not fully completed or
corrected is less than the retainage stipulated in the
Agreement, and if bonds have been furnished as required
in Paragraph 2.5.01, the written consent of the surety to
the payment of the balance due for that portion of the
50 | Page
Work fully completed and accepted shall be submitted by
Contractor to Engineer with the Application for such
payment. Such payment shall be made under the terms
and conditions governing final payment, except that it
shall not constitute a waiver of Claims.

2.14.09 WAIVER OF CLAIMS

A. The making and acceptance of final payment
will constitute:

1. a waiver of all Claims by Owner against
Contractor, except Claims arising from unsettled Liens,
from defective Work appearing after final inspection
pursuant to Paragraph 2.14.06, from failure to comply
with the Contract Documents or the terms of any special
guarantees specified therein, or from Contractor’s
continuing obligations under the Contract Documents;
and

2. a waiver of all Claims by Contractor against
Owner other than those previously made in accordance
with the requirements herein and expressly
acknowledged by Owner in writing as still unsettled.

SECTION 2.15 - SUSPENSION OF WORK AND
TERMINATION

2.15.01 OWNER MAY SUSPEND WORK

A. At any time and without cause, Owner may
suspend the Work or any portion thereof for a period of
not more than 90 consecutive days by notice in writing to
Contractor and Engineer which will fix the date on which
Work will be resumed. Contractor shall resume the Work
on the date so fixed. Contractor shall be granted an adjust-
ment in the Contract Price or an extension of the Contract
Times, or both, directly attributable to any such
suspension if Contractor makes a Claim therefore as
provided in Paragraph 2.10.05.
2.15.02 OWNER MAY TERMINATE FOR CAUSE

A. The occurrence of any one or more of the
following events will justify termination for cause:

1. Contractor’s persistent failure to perform the
Work in accordance with the Contract Documents
(including, but not limited to, failure to supply sufficient
skilled workers or suitable materials or equipment or
failure to adhere to the Progress Schedule established
under Paragraph 2.2.07 as adjusted from time to time
pursuant to Paragraph 2.6.04);

2. Contractor’s disregard of Laws or Regulations
of any public body having jurisdiction;

3. Contractor’s disregard of the authority of
Engineer; or

4. Contractor’s violation in any substantial way of
any provisions of the Contract Documents.

B. If one or more of the events identified in
Paragraph 2.15.02.A occur, Owner may, after giving
Contractor (and surety) seven days written notice of its
intent to terminate the services of Contractor:

1. exclude Contractor from the Site, and take possession
of the Work and of all Contractor’s tools, appliances,
construction equipment, and machinery at the Site, and
use the same to the full extent they could be used by
Contractor (without liability to Contractor for trespass or
conversion),

2. incorporate in the Work all materials and
equipment stored at the Site or for which Owner has paid
Contractor but which are stored elsewhere, and

3. complete the Work as Owner may deem
expedient.

C. If Owner proceeds as provided in Paragraph
2.15.02.B, Contractor shall not be entitled to receive any
further payment until the Work is completed. If the
unpaid balance of the Contract Price exceeds all claims,
costs, losses, and damages (including but not limited to all
fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other
dispute resolution costs) sustained by Owner arising out
of or relating to completing the Work, such excess will be
paid to Contractor. If such claims, costs, losses, and
damages exceed such unpaid balance, Contractor shall
pay the difference to Owner. Such claims, costs, losses,
and damages incurred by Owner will be reviewed by
Engineer as to their reasonableness and, when so
approved by Engineer, incorporated in a Change Order.
When exercising any rights or remedies under this
Paragraph Owner shall not be required to obtain the
lowest price for the Work performed.
D. Notwithstanding Paragraphs 2.15.02.B and
2.15.02.C, Contractor’s services will not be terminated if
Contractor begins within seven days of receipt of notice of
intent to terminate to correct its failure to perform and
proceeds diligently to cure such failure within no more
than 30 days of receipt of said notice.

E. Where Contractor’s services have been so
terminated by Owner, the termination will not affect any
rights or remedies of Owner against Contractor then
existing or which may thereafter accrue. Any retention or
payment of moneys due Contractor by Owner will not
release Contractor from liability.
51 | Page

F. If and to the extent that Contractor has
provided a performance bond under the provisions of
Paragraph 2.5.01.A, the termination procedures of that
bond shall supersede the provisions of Paragraphs
2.15.02.B, and 2.15.02.C.

2.15.03 OWNER MAY TERMINATE FOR CONVENIENCE

A. Upon seven days written notice to Contractor
and Engineer, Owner may, without cause and without
prejudice to any other right or remedy of Owner,
terminate the Contract. In such case, Contractor shall be
paid for (without duplication of any items):

1. completed and acceptable Work executed in
accordance with the Contract Documents prior to the
effective date of termination, including fair and
reasonable sums for overhead and profit on such Work;

2. expenses sustained prior to the effective date
of termination in performing services and furnishing labor,
materials, or equipment as required by the Contract
Documents in connection with uncompleted Work, plus
fair and reasonable sums for overhead and profit on such
expenses;

3. all claims, costs, losses, and damages
(including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals
and all court or arbitration or other dispute resolution
costs) incurred in settlement of terminated contracts with
Subcontractors, Suppliers, and others; and

4. reasonable expenses directly attributable to
termination.

B. Contractor shall not be paid on account of loss
of anticipated profits or revenue or other economic loss
arising out of or resulting from such termination.

2.15.04 CONTRACTOR MAY STOP WORK OR TERMINATE

A. If, through no act or fault of Contractor, (i) the
Work is suspended for more than 90 consecutive days by
Owner or under an order of court or other public
authority, or (ii) Engineer fails to act on any Application for
Payment within 30 days after it is submitted, or (iii) Owner
fails for 30 days to pay Contractor any sum finally deter-
mined to be due, then Contractor may, upon seven days
written notice to Owner and Engineer, and provided
Owner or Engineer do not remedy such suspension or
failure within that time, terminate the Contract and
recover from Owner payment on the same terms as
provided in Paragraph 2.15.03.

B. In lieu of terminating the Contract and without
prejudice to any other right or remedy, if Engineer has
failed to act on an Application for Payment within 30 days
after it is submitted, or Owner has failed for 30 days to pay
Contractor any sum finally determined to be due,
Contractor may, seven days after written notice to Owner
and Engineer, stop the Work until payment is made of all
such amounts due Contractor, including interest thereon.
The provisions of this Paragraph 2.15.04 are not intended
to preclude Contractor from making a Claim under
Paragraph 2.10.05 for an adjustment in Contract Price or
Contract Times or otherwise for expenses or damage
directly attributable to Contractor’s stopping the Work as
permitted by this Paragraph.

SECTION 2.16 - DISPUTE RESOLUTION

2.16.01 METHODS AND PROCEDURES

A. Either Owner or Contractor may request
mediation of any Claim submitted to Engineer for a
decision under Paragraph 2.10.05 before such decision
becomes final and binding. The mediation will be
governed by the Construction Industry Mediation Rules of
the American Arbitration Association in effect as of the
Effective Date of the Agreement. The request for
mediation shall be submitted in writing to the American
Arbitration Association and the other party to the
Contract. Timely submission of the request shall stay the
effect of Paragraph 2.10.05.E.

B. Owner and Contractor shall participate in the
mediation process in good faith. The process shall be
concluded within 60 days of filing of the request. The date
of termination of the mediation shall be determined by
application of the mediation rules referenced above.

C. If the Claim is not resolved by mediation, Engineer’s
action under Paragraph 2.10.05.C or a denial pursuant to
Paragraphs 2.10.05.C.3 or 2.10.05.D shall become final
and binding 30 days after termination of the mediation
unless, within that time period, Owner or Contractor:

1. elects in writing to invoke any dispute
resolution process provided for in the Supplementary
Conditions, or

2. agrees with the other party to submit the
Claim to another dispute resolution process, or

3. gives written notice to the other party of their
intent to submit the Claim to a court of competent
jurisdiction.

52 | Page
SECTION 2.17 - MISCELLANEOUS

2.17.01 GIVING NOTICE

A. Whenever any provision of the Contract
Documents requires the giving of written notice, it will be
deemed to have been validly given if:

1. delivered in person to the individual or to a member of
the firm or to an officer of the corporation for whom it is
intended, or

2. delivered at or sent by registered or certified
mail, postage prepaid, to the last business address known
to the giver of the notice.

2.17.02 COMPUTATION OF TIMES

A. When any period of time is referred to in the
Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If
the last day of any such period falls on a Saturday or
Sunday or on a day made a legal holiday by the law of the
applicable jurisdiction, such day will be omitted from the
computation.
2.17.03 CUMULATIVE REMEDIES

A. The duties and obligations imposed by these
General Conditions and the rights and remedies available
hereunder to the parties hereto are in addition to, and are
not to be construed in any way as a limitation of, any rights
and remedies available to any or all of them which are
otherwise imposed or available by Laws or Regulations, by
special warranty or guarantee, or by other provisions of
the Contract Documents. The provisions of this Paragraph
will be as effective as if repeated specifically in the
Contract Documents in connection with each particular
duty, obligation, right, and remedy to which they apply.

2.17.04 SURVIVAL OF OBLIGATIONS

A. All representations, indemnifications, warran-
ties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all
continuing obligations indicated in the Contract Docu-
ments, will survive final payment, completion, and
acceptance of the Work or termination or completion of
the Contract or termination of the services of Contractor.

2.17.05 CONTROLLING LAW

A. This Contract is to be governed by the law of
the state in which the Project is located.

2.17.06 HEADINGS

A. Section and paragraph headings are inserted for
convenience only and do not constitute parts of these
General Conditions.

SECTION 2.18 - MODIFICATIONS OF GENERAL
CONDITIONS

2.18.01 GENERAL CONDITIONS

The provisions of Sections 2.1 through 2.6 of the general
conditions of the contract shall apply in all details, except
as specifically modified, clarified, or extended herein.

2.18.02 OWNER'S REPRESENTATIVE

The term “Owner’s Representative" used in these specifi-
cations shall be understood to mean the entity appointed
by the Owner, Jason Turville Project Manager. They will
be represented on the work by assistants and inspectors
with authority to act for them and direct the work.

2.18.03 ENGINEER

The term “Engineer” in these specifications shall be
understood to mean IGES, Inc.

2.18.04 CONTRACTOR

The word "Contractor" used in these specifications shall
be understood to mean the individual, firm, partnership,
or corporation undertaking the supply and/or delivery of
the materials under the terms of the contract, acting
directly or through his, or its, lawful agency or employees.

2.18.05 CITY

The word "City" used in these specifications shall be
understood to mean South Jordan City as represented by
the City Council of said City.

2.18.06 COUNTY

The word "County" used in these specifications shall be
understood to mean Salt Lake County as represented by
53 | Page
the Mayor of said County.

2.18.07 OWNER

The word “Owner” used in these specifications shall be
understood to mean Trans-Jordan Cities as administered
by the Executive Director.

2.18.08 SCOPE OF PROJECT

This contract calls for the supply and/or installation of a
Geosynthetic Clay Liner, High-density Polyethylene Liner,
and Geocomposite including anchor trench as detailed in
Part III — Material Specifications and Part IV — Material
Installation Specifications. Said work is to be
accomplished in the time frame designated in Section
1.2.14 — Completion Date. Items to be included in the bid
are detailed in Section 1.3 — Unit Bid Sheet.

2.18.09 CONTRACTOR'S RESPONSIBILITY

The Contractor shall conduct their work and exercise all
proper care to make their work safe at all times, and they
shall be held responsible for any mishaps or accidents
caused through their neglect or the neglect of their
employees or agents, sub-contractors, etc. in the
performance of the work involved in the handling of this
project.

2.18.10 COMPLIANCE WITH STATE LAWS

The Contractor shall fully comply with all current State
laws governing labor relations. They shall also post hourly
wage scales or rates and other pertinent matters as
required. The Contractor shall be held responsible for and
shall pay any and all sales taxes or other taxes or costs
levied or assessed by the State or Nation against any
purchases made by them for any materials or equipment
used or to be used on this project.

2.18.11 INSURANCE COVERAGE

If and whenever any Contractor, in carrying out the
contract operations, shall use and operate automobiles,
trucks, or other vehicles on public streets and highways,
each such Contractor shall carry full expense of
automobile public liability insurance with limits of not less
than $500,000.00 for any one person and not more than
$1,000,000.00 for any one accident.

2.18.12 CONTRACTOR'S PAYMENTS FOR LABOR AND
MATERIALS

If at any time it shall appear that the Contractor has failed
to pay the laborers employed upon the work or has failed
to pay for the materials used herein, the Owner may
withhold from the money which may be due or become
due to the Contractor under this contract, such amount or
amounts as may be necessary for the payment of such
labor and material and may apply the same in such
payment and deduct the same from the final or other
estimate due the Contractor. This provision is intended to
protect the laborers employed upon the work and the
parties who may furnish material to be used therein, and
the Owner may or may not exercise its options as it may
deem best, the Owner shall comply with the current
governing State laws. Nothing herein shall be construed
to create a fiduciary or third party beneficiary relationship
between Owner and any labor or materials supplier.

2.18.13 LIABILITY AND INDEMNIFICATIONS

a. In all operations in connection with the work
embraced in the contract, the Contractor will be held
responsible for any failure to respect, adhere to, and
comply with all local ordinances and laws controlling or
limiting in any way the actions of those engaged upon the
work or affecting the materials or the transportation or
disposition of them. The Contractor hereby assumes all
liability for and agrees to indemnify the Owner against all
loss, cost of damage for or by reason of any claim for
damages to the property of the Owner or of any person,
caused by the negligence of the Contractor or their
servant or employees in carrying or attempting to carry
out this contract; from claims made by laborers or others
for injury sustained by reason of the negligence of the
Contractor, their servants or employees, in the
performance or attempted performance of this contract,
and from damages sustained by depositing materials to
public injury or to the injury of any person or corporation
or resulting from the use of any patented materials,
implement, or process, which may be employed in
executing the work under this contract, including costs
and expenses of defense; provided that they shall be
notified of the bringing of suit in such cases and be
permitted to defend the same and it shall be lawful to
withhold final payment on this contract so long as it shall
seem necessary for the indemnity of the Owner/Owner’s
Representative.

b. The Contractor is understood to be an
independent Contractor licensed according to the laws of
Utah and shall be liable for compensation to their injured
employees and dependents of skilled employees and shall
secure compensation for employees as provided by law.

54 | Page
2.18.14 WORKMANSHIP, MATERIALS AND
CONSTRUCTION GUARANTEE

It is expressly agreed by the Contractor that if, in carrying
out this contract, the workmanship, materials, and
manner of construction provided in and contemplated by
this contract, and the specifications accompanying and
forming part of the same are followed and carried out, the
improvement contemplated herein will remain in good
condition for the period of one year from the date of its
completion, ordinary wear excepted, and that if said
improvement does not remain in said condition for such
length of time, it will be because of defects in the
workmanship, materials, or manner that such
improvement was constructed. After proper repair, every
part thereof will remain in such condition for the period of
one year after its completion. Any repairs necessary to
maintain said improvement and every part thereof in
good condition during said time, ordinary wear excepted,
will be made by the Contractor without additional charge
or cost to Trans-Jordan Cities.
55 | Page
PART III - MATERIAL SPECIFICATIONS

SECTION 3.1 - GEOSYNTHETIC CLAY LINER (GCL)
3.1.01 SECTION INCLUDES
a. Furnish a geosynthetic clay liner (GCL).
b. Furnish a Field Representative from the Manufacturer (if needed) to assist installation Vendor.
3.1.02 REFERENCES
a. Geosynthetic Research Institute (GRI):
Test Method GRI-GCL3 (Rev. #2 - July 26, 2010)
GM 13 - Test Properties, Testing Frequency and Recommended Warrant for High Density Polyethylene (HDPE)
Smooth and Textured Geomembranes
GM 17 - Test Properties, Testing Frequency and Recommended Warranty for Linear Low Density Polyethylene
(LLDPE) Smooth and Textured Geomembranes
GM 18 - Test Properties, Testing Frequency and Recommended Warrant for Flexible Polypropylene (fPP and fPP-R)
Nonreinforced and Reinforced Geomembranes (Presently suspended as of May 3, 2004)

b. American Society for Testing and Materials (ASTM):
ASTM D 638 Test Method for Tensile Properties of Plastics
ASTM D 792 Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement
ASTM D 882 Test Method for Tensile Properties of Thin Plastic Sheeting
ASTM D 1141 Practice for Preparation of Substitute Ocean Water
ASTM D 1505 Test Method for Density of Plastics by the Density-Gradient Method
ASTM D 4354 Practice for Sampling of Geosynthetics for Testing
ASTM D 4439 Terminology for Geosynthetics
ASTM D 4632 Test Method for Grab Breaking Load and Elongation of Geotextiles
ASTM D 4759 Practice for Determining the Specification Conformance of Geosynthetics
ASTM D 5199 Test Method for Measuring Nominal Thickness of Geotextiles and Geomembranes
ASTM D 5261 Test method for Measuring Mass per Unit Area of Geotextiles
ASTM D 5721 Practice for Air-Oven Aging of Polyolefin Geomembranes
ASTM D 5887 Test Method for Measurement of Index Flux Through Saturate Geosynthetic Clay Liner
Specimens Using Flexible Wall Permeameter
ASTM D 5888 Practice for Storage and Handling of Geosynthetic Clay Liners
ASTM D 5889 Practice for Quality Control of Geosynthetic Clay Liners
ASTM D 5890 Test Method for Swell Index of Clay Mineral component of Geosynthetic Clay Liners
ASTM D 5891 Test Method for Fluid Loss of Clay Component of Geosynthetic Clay Liners
ASTM D 5993 Test Method for Measuring the Mass Per Unit Area of Geosynthetic Clay Liners
ASTM D 5994 Test Method for Measuring the core Thickness of Textured Geomembrane
ASTM D 6102 Guide for Installation of Geosynthetic Clay Liners
ASTM D 6141 Guide for Screening the Clay Portion of a GCL for Chemical Compatibility to Liquids
ASTM D 6243 Method for Determining the Internal and Interface Shear Resistance of Geosynthetic
Clay Liner by the Direct Shear Method
ASTM D 6495 Guide for Acceptance Testing Requirements for Geosynthetic Clay Liners
ASTM D 6496 Test Method for Determining Average Bonding Peel Strength Between the Top and Bottom
Layers of Needle-Punched Geosynthetic Clay Liners
ASTM D 6693 Test Method for Determining Tensile Properties of Nonreinforced Polyethylene and
Nonreinforced Flexible Polypropylene Geomembranes
ASTM D 6766 Test Method for Evaluation of Hydraulic Properties of Geosynthetic Clay Liners Permeated with
Potentially Incompatible Liquids
ASTM D 6768 Test Method for Tensile Strength of Geosynthetic Clay Liners

3.1.03 DEFINITIONS
For the purpose of this specification, the following terms are defined below:
a. Geosynthetic Clay Liner (GCL): A manufactured hydraulic barrier consisting of clay bonded to a layer or layers of
56 | Page
geosynthetic material. Reinforced GCL must be used for all applications in this project.
b. Geomembrane (Liner): An essentially impermeable geosynthetic composed of one or more geosynthetic sheets.
c. Geotextile: A permeable geosynthetic comprised solely of textiles.
d. Minimum Average Roll Value (MARV): The minimum average value of a particular physical property of a material,
for 95 percent of all of the material in the lot.
e. Overlap: Where two adjacent GCL panels contact, the distance measured perpendicular from the overlying edge of
one panel to the underlying edge of the other.
f. Bentonite - a distinct type of fine-grained clay soil typically containing not less than 80% montmorillionite clay,
usually characterized by high swelling upon wetting.

3.1.04 SUBMITTALS
a. Submit with bid, Manufacturer’s certification that proposed product meets this specification.
b. Submit with bid, product sample, Manufacturer’s test data, and construction and installation details.
c. The Manufacturer shall provide the Owner/Owner’s Representative with the QA/QC certifications for each shipment
of GCL. The certification shall be signed by a responsible party employed by the Manufacturer such as the QA/QC
Manager, Production Manager, or Technical Services Manager. The QA/QC certifications shall include:
1. GCL lot and roll numbers (with corresponding shipping information).
2. Manufacturer's test data for raw materials used in GCL product, including, at a minimum, mass/area data
and tensile test data.
3. Manufacturer's test data for finished GCL product, including at a minimum, clay mass/area data and tensile
testing data.
4. Certificates of analysis for the bentonite clay used in GCL production and certification that the bentonite
will not shift during transportation or installation, causing thin spots in the body of the GCL.
3.1.05 QUALITY CONTROL
A Manufacturer's representative shall be available (as required) on-site during the first two days of GCL installation to observe
and direct the work.

3.1.06 DELIVERY, STORAGE AND HANDLING
a. Manufacturer assumes responsibility for initial loading and shipping of the GCL and will give written instruction prior
to delivery for unloading, on-site handling, and storage by others.

b. All rolls will be inspected prior to offloading and rolls with damaged GCL material shall be rejected and replaced and
delivered at Manufacturer’s expense.

3.1.07 WARRANTY
Provide Manufacturer's warranty for geosynthetic clay liner material in compliance with provisions of the Conditions of the
Contract. Provide a minimum 20-year pro rata warranty for the material against deterioration due to exposure to the
elements, either exposed or buried. The warranty for material must cover costs of material replacement and installation;
assuming the area is rendered in a clean, dry, unencumbered condition. In the event the area cannot be rendered as such,
compensation for defective material will be provided to Owner on a pro rata basis for the estimated cost to Owner at that
time of supplying and installing material to a clean, dry, and unencumbered condition by a third party installer.

3.1.08 PRODUCTS
a. The GCL shall consist of a layer of sodium bentonite clay encapsulated between two polypropylene geotextiles —
one woven and one non-woven — which are needle-punched together.
b. Reinforced GCL must be used for all applications.

3.1.09 MATERIAL
a. Acceptable GCL products are Bentomat DN or approved equal.
57 | Page
b. The GCLs and components shall have the properties listed in Table 1 below.

TABLE 1 - Specification for Geosynthetic Clay Liners (GCL's)
(from GRI- GCL3 - Table 1b)

Property ASTM Test Method Value Testing Frequency
Clay (as received)
Swell Index (ml/2g) D5890 24 50 tons
Fluid Loss (ml) (1) D5891 18 50 tons
Geotextiles (as received)
Cap fabric (nonwoven) -
mass/unit area (oz/yd2) D5261 5.8 25,000 yd2
Carrier Fabric (nonwoven
composite) - mass (oz/yd2) D5261 5.9 25,000 yd2
GCL (as manufactured)
Mass of GCL (lb/ft2) (2) D5993 0.81 5,000 yd2
Mass of bentonite (lb/ft2) D5993 0.75 5,000 yd2
Moisture content (1) (%) D5993 35 5,000 yd2
Tensile strength, MD (lb/in) D6768 23 25,000 yd2
Peel strength (lb/in) D6496 2.1 5,000 yd2
Permeability (1) (cm/sec), or D5887 5 x 10-9 30,000 yd2
Flux(1) (cm3/cm2-sec) D5887 1 x 10-6 30,000 yd2
GCL Permeability (1) (3) (cm/sec)
(max at 5 lb/in2) D6766 1 x 10-6 Yearly
GCL Permeability (1) (3) (cm/sec)
(max at 70 lb/in2) D6766 mod. 5 x 10-8 Yearly
Component Durability
Geotextile and reinforcing
yarns (4) (% strength retained) GRI-GCL3 §5.6.2 65 Yearly

NOTES:
1 These values are maximum, all others are minimum
2 Mass of the GCL and bentonite is measured after oven drying per the stated test method
3 Value represents GCL permeability after permeation with a 0.1 M calcium chloride solution (11.1
g CaCl2 in 1-liter water); termination criterion see §5.6.1 (GRI GCL3)
4 Value represents the minimum percent strength retained from the as-manufactured value after
oven aging at 60oC for 50 days.

c. The dimensions of the full-size panels shall be a minimum of 13.8 feet in width and 125 feet in length.
"Short" rolls (those manufactured to a length less than full length) are a necessary by-product of the GCL
manufacturing process, but will only be allowed at a rate no greater than 5 rolls per truckload or 5 rolls per
36,000 square feet, whichever is less.
d. A 6-inch "lap" line and a 9-inch or 12-inch "match" line shall be imprinted on both edges of the upper
geotextile component of the GCL as a means for providing quality assurance of the overlap. Lines shall be
printed in easily visible, non-toxic ink.

3.1.10 PRODUCT LABELING
Prior to shipment, the GCL Manufacturer shall affix a label to each roll identifying the following characteristics:

a. Product identification information (Manufacturer name and address, brand name, and product code)
b. Lot number and roll number.
c. Roll length and width.
58 | Page
d. Total roll weight.

3.1.11 PACKAGING
a. The GCL shall be wound around a cardboard core 4 inches in diameter to facilitate handling. The core is not intended
to support the roll for lifting but should be sufficiently strong to prevent collapse during transit.
b. To protect the GCL from foul weather, all rolls shall be labeled and bagged in packaging that is resistant to photo
degradation by ultraviolet (UV) light.

SECTION 3.2 - HIGH-DENSITY POLYETHYLENE GEOMEMBRANE LINER

3.2.01 SECTION INCLUDES
a. Furnish a textured (both sides) 60 mil high-density polyethylene (HDPE) Geomembrane liner.
b. Furnish a Field Representative from the Manufacturer (if needed) to assist Contractor.

3.2.02 REFERENCES
a. Geosynthetic Research Institute (GRI):
Test Method GM 13 (Revision 11: December 14, 2012)
GM-10 - Specification for the Stress Crack Resistance of Geomembrane Sheet

b. American Society for Testing and Materials (ASTM):
ASTM D 792 Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement
ASTM D 1004 Test Method for Initial Tear Resistance of Plastics Film and Sheeting
ASTM D 1238 Test Method for Flow Rates of Thermoplastics by Extrusion Plastometer
ASTM D 1505 Test Method for Density of Plastics by the Density-Gradient Technique
ASTM D 1603 Test Method for Carbon Black in Olefin Plastics
ASTM D 3895 Test Method for Oxidative Induction Time of Polyolefins by Thermal Analysis
ASTM D 4218 Test Method for Determination of Carbon Black Content in Polyethylene Compounds by the
Muffle-Furnace Technique
ASTM D 4833 Test Method for Measuring Index Puncture Resistance of Geotextiles, Geomembranes and Related
Products
ASTM D 5199 Test Method for Measuring Nominal Thickness of Geotextiles and Geomembranes
ASTM D 5397 Procedure to Perform a Single Point Notched Constant Tensile Load - (SP-NCTL) Test: Appendix
ASTM D 5596 Test Method for Microscopic Evaluation of the Dispersion of Carbon Black in Polyolefin
Geosynthetics
ASTM D 5721 Practice for Air-Oven Aging of Polyolefin Geomembranes
ASTM D 5885 Test Method for Oxidative Induction Time of Polyolefin Geosynthetics by High Pressure
Differential Scanning Calorimetry
ASTM D 5994 Test Method for Measuring the Core Thickness of Textured Geomembranes
ASTM D 6370 Standard Test Method for Rubber-Compositional Analysis by Thermogravimetry (TGA)
ASTM D 6693 Test Method for Determining Tensile Properties of Nonreinforced Polyethylene and Nonreinforced
Flexible Polypropylene Geomembranes
ASTM D 7238 Test Method for Effect of Exposure of Unreinforced Polyolefin Geomembrane Using Fluorescent
UV Condensation Apparatus
ASTM D 7446 Test Method for Measuring the Asperity Height of Textured Geomembranes

c. U.S. Environmental Protection Agency Technical Guidance Document "Quality Control Assurance and Quality Control
for Waste Containment Facilities," EPA/600/R-93/182, September 1993, 305 pgs.

3.2.03 DEFINITIONS
a. Batch: A quantity of resin, usually the capacity of one railcar, used in the fabrication of a high-density polyethylene
(HDPE) geomembrane sheet. The finished sheet will be identified by a roll number corresponding to the particular
quantity of resin used.
b. Bridging: The condition when geomembrane becomes suspended over its subgrade due to contraction of the
material or poor installation.
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c. Extrudate: The molten polymer which is emitted from an extruder during seaming using either extrusion fillet or
extrusion flat methods. The polymer is initially in the form of a ribbon rod, bead, or pellets.
d. Fabricator: The party responsible for the fabrication of geomembrane panels constructed from rolls received from
the Manufacturer.
e. Geomembrane Manufacturer: The party responsible for the production of the geomembrane rolls from resin and
for the quality of the resin.
f. Geomembrane: An essentially impermeable membrane used as a solid or liquid barrier. Synonymous term for
flexible membrane liner (FML).
g. Geomembrane Subgrade: The soil or other material upon which the geomembrane lies.
h. Contractor: The party responsible for field handling, transporting, storing, deploying, seaming, temporary
restraining (against wind), and installation of the geomembrane.
i. Panel: The unit area of geomembrane that will be seamed in the field. If the geomembrane is not fabricated into
panels in a factory, a panel is identified as a roll or portion of a roll without any seams.
j. Geocomposite: A geotextile drainage net used for drainage. In this case it means a composite material made up of
a lattice type HDPE material and one side of geotextile fabric.

3.2.04 SUBMITTALS
a. Submit with bid Manufacturer Certification that proposed product meets this specification.
b. Submit with bid, product sample, Manufacturer’s test data, and installation and construction details.
c. Product Data: Submit the following to Owner/Owner’s Representative, 7 days prior to receiving material at site.

1. Resin Data.
a. Statement of production date or dates.
b. Certification stating that the resin meets the product requirements (see Section 3.2.09).
c. Certification stating that all resin is from the same Manufacturer.
d. Copy of quality control certificates issued by Manufacturer.
e. Test reports from Manufacturer.

2. Geomembrane Roll.
a. Statement of production date or dates.
b. Laboratory test results and certification stating that the geomembrane meets the product
requirements (see Section 3.2.10).
c. Certification stating that all geomembrane rolls are furnished by one supplier, and that all rolls are
manufactured from one resin type obtained from one resin supplier.
d. Copy of quality control certificates issued by Manufacturer.
e. Test reports from the Manufacturer.
f. Typical results of complete notched constant tensile load test (GRI-GM-5) for specified resin and
sheet thickness.
g. Statement certifying that no reclaimed polymer is added to the resin.
h. Statement listing percentages/total of processing aids, antioxidants, and other additives other
than carbon black added to or in the resin.
i. Geomembrane delivery, storage, and handling instructions.
j. Geomembrane installation instructions.
k. Sample warranties for review.

3. Extrudate Beads and/or Rod.
a. Statement of production date or dates.
b. Laboratory certification stating that the extrudate meets the product requirements (see Section
3.2.11).
c. Certification stating that all extrudate is manufactured by one Manufacturer and resin is
supplied from one supplier.
d. Copy of quality control certificates issued by Manufacturer.
e. Test reports from the Manufacturer.
f. Certification stating that the extrudate bead or rod resin is the same type, from the same
Manufacturer, and compatible with the resin used to manufacture the geomembrane
supplied for this project.

3.2.05 MANUFACTURER/FABRICATOR QUALIFICATIONS
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The following are pre-qualified. Substitutions will be considered.
a. GSE
b. PolyFlex
c. AGRU

3.2.06 QUALITY CONTROL
The Contractor is responsible for continuous quality control testing to ensure that the HDPE products meet specifications.

3.2.07 DELIVERY, STORAGE, AND HANDLING
a. General: Conform to the Manufacturer's requirements.
b. Delivery:
1. Deliver materials to the site only after Owner/Owner’s Representative accepts required submittals.
2. Separate damaged rolls from undamaged rolls and store at locations designated by Owner/Owner’s
Representative until proper disposition of material is determined by Owner/Owner’s Representative.
3. Owner/Owner’s Representative will determine damage.
4. Deliver in rolls — do not fold.

3.2.08 WARRANTY
Provide Manufacturer's warranty for geomembrane material in compliance with provisions of the Conditions of the Contract.
Provide a minimum 20-year pro rata warranty for the material against deterioration due to exposure to the elements, either
exposed or buried. The warranty for material must cover costs of material replacement and installation; assuming the area
is rendered in a clean, dry, unencumbered condition. In the event the area cannot be rendered as such, compensation for
defective material will be provided to Owner on a pro rata basis for the estimated cost to Owner at that time of supplying
and installing material to a clean, dry, and unencumbered condition by a third party installer.

3.2.09 GEOMEMBRANE RESIN
a. High-density Polyethylene (HDPE) must be new, first quality, compounded, and manufactured specifically for
producing HDPE geomembrane.
b. Do not mix resin types during manufacturing.
c. Do not use recycled materials or seconds in manufacturing.
d. Meet the following requirements unless otherwise approved:

Test

Test Designation

Requirements
Density1

ASTM D-792, Method A, or ASTM D-1505

0.94 g/cc
1 Measure on pure resin without additives.

3.2.10 HIGH-DENSITY POLYETHYLENE (HDPE) GEOMEMBRANE LINER
Manufacturing:
a. Do not exceed a combined maximum total of 1% by weight of additives other than carbon black or pigment.
Identify percentage of processing aids, antioxidants, and other additives other than carbon black.
b. Do not exceed 3.5% by weight of finished geomembrane for total combined processing aids, antioxidants,
carbon, and other additives. Do not exceed 3% carbon black by weight.
c. All additives for UV protection, thermal stability, color, or processing agents must not "bloom" to the
surface over time or inhibit welding.
d. Use materials produced in the United States, Canada, Mexico, or as approved by Owner.
e. Provide finished product free from blemishes, holes, pin holes, bubbles, blisters, excessive gels, undispersed
resins, and/or carbon black, contamination by foreign matter and nicks or cuts on edges.
f. Roll manufactured sheets or panel for shipment.
g. Meet the following requirements unless otherwise approved:
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Properties for textured 60 mil HDPE Geomembrane
Test Test Designation Test Value Testing Frequency (min.)
Sheet Thickness (min. ave.)
• lowest individual for 8/10 values
• lowest individual for any of the 10 values
ASTM D 5994 60 mil (-5%)
-10%
-15%
Per roll
Asperity Height mils (min ave.) (1) ASTM D 7466 10 mil Every 2nd roll (2)
Tensile Properties (3) (min. ave.) ASTM D 6693
Type IV
20,000 lb
• yield strength 126 lb/in
• break strength 90 lb/in
• yield elongation 12%
• break elongation 100%
Tear Resistance ASTM D 1004 42 lb 45,000 lb
Puncture Resistance ASTM D 4833 90 lb 45,000 lb
Stress Crack Resistance (4) ASTM D 5397 (Appendix) 300 hr. Per GRI GM10
Carbon Black Content (range) ASTM D 4218 (3) 2.0-3.0 % 20,000 lb
Carbon Black Dispersion ASTM D 5596 note (6). 45,000 lb
Oxidative Induction Time (OIT)
(min ave.) (5)
200,000 lb
(a) standard OIT ASTM D 3895 100 min.
-or-
(b) High Pressure OIT ASTM D 5855 400 min
Oven Aging at 85oC (7) (8) ASTM D 5721
55%

80%
Per each
Formulation
(a) standard OIT- (min ave.) %ret after 90 days ASTM D 3895
-or-
(b) High Pressure OIT- (min ave.) %ret after 90 days ASTM D 5855
UV Resistance (9) GRI GM 11
Per each
formulation
(a) standard OIT- (min ave.) ASTM D 3895 NR (10)
-or-
(b) High Pressure OIT- (min ave.) %ret after 1600 hrs (11) ASTM D 5855 50%
(1) of 10 readings; 8 out of 10 must me >7 mils, and lowest individual reading must be > 5 mils; aso see note 6.
(2) Alternate the measurement side for double sided textured sheet
(3) Machine direction (MD) and cross machine direction (XMD) average values should be on the basis of 5 test specimens each direction.
Yield elongation is calculated using a gage length of 1.3 inches
Break elongation is calculated using a gage length of 2.0 inches
(4) P-NCTL test is not appropriate for testing geomembranes with textured or irregular rough surfaces. Test should be conducted on smooth edges of textured rolls or on smooth sheets made from the same formulation
as being used for the textured sheet materials.
(5) Other methods such as D 1603 (tube furnace) or D 6370 (TGA) are acceptable if an appropriate correlation to D 4218 (muffle furnace) can be established.
(6) Carbon black dispersion (only near spherical agglomerates) for 10 different views: 9 in Categories 1 or 2 and 1 in Category 3
(7) The manufacturer has the option to select either one of the OIT methods listed to evaluate the antioxidant content in the geomembrane.
(8) It is also recommended to evaluate samples at 30 and 60 days to compare with the 90 day response.
(9) The condition of the test should be 20 hr. UV cycle at 75oC followed by 4 hr. condensation at 60oC.
(10) Not recommended since the high temperature of the Std-OIT test produces an unrealistic result for some of the antioxidants in the UV exposed samples.
(11) UV resistance is based on percent retained value regardless of the original HP-OIT value
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3.2.11 EXTRUDATE ROD OR BEAD
Extrudate rod or bead must:
a. Meet the geomembrane Manufacturer requirements.
b. Be made from same resin as the geomembrane.
c. Have thoroughly dispersed additives throughout rod or bead.
d. Contain 2 to 3 percent carbon black.
e. Be free of contamination by moisture or foreign matter.

3.2.12 MANUFACTURER SOURCE QUALITY CONTROL
Refer to the "Testing Frequency" columns from property tables contained in sections 3.2.09 Geomembrane Resin and
3.2.10 High Density Polyethylene (HDPE) Geomembrane - Textured, for the minimum acceptable testing frequency
required of geomembrane manufacturers. For additional information on sampling, retesting and rejection of
substandard products, please refer to GRI GM-13.

SECTION 3.3 - GEOCOMPOSITE

3.3.01 SECTION INCLUDES
a. Furnish a Geocomposite (Drain Net/Drain Mat).
b. Furnish a Field Representative from the Manufacturer (if needed) to assist Contractor.

3.3.02 REFERENCES
a. Geosynthetic Research Institute (GRI):
Test Method GC 8 (Revision 1: January 9, 2013-Editorial)
GS 4 Test Method for Time Dependent (Creep) Deformation Under Normal Pressure

b. American Society for Testing and Materials (ASTM):
ASTM D 1987 Test Methods for Biological Clogging of Geotextile of Soil/Geotextile Filters
ASTM D 2240 The Method for Rubber Property - Durometer Hardness
ASTM D 4716 Test Method for Constant Head Hydraulic Transmissivity (In Plane Flow) of
Geotextiles and Geotextile Related Products
ASTM D 5322 Standard Practice for Immersion Procedures for Evaluating the Chemical
Resistance of Geosynthetics to Liquids
ASTM D 6364 Test Method for Determining the Short-Term Compression Behavior of
Geosynthetics
ASTM D 6388 Standard Practice for Tests to Evaluate the Chemical Resistance of Geonets to
Liquids
ASTM D 6389 Standard Practice for Tests to Evaluate the Chemical Resistance of Geotextiles
to Liquids
3.3.03 DEFINITIONS
a. Geocomposite: Made of nonwoven geotextile fabric heat bonded to one or both sides of an HDPE net. The drain
mat filters, drains gases and liquids that pass through it. The geotextile provides gas venting, drainage, and filtration
by retaining silt and soil particles while allowing gas and liquids to flow through.
b. Geotextile: A nonwoven fabric that is used as part of the drain mat. The geotextile filters liquids that pass through
it.
c. Net: Made of HDPE and part of the drain mat that allows space for gases and liquids to flow through the drain mat.
d. Contractor: The party responsible for field handling, transporting, storing, deploying, seaming, temporary
restraining (against wind), and installation of the drain mat.
e. Drain Mat Manufacturer: The party responsible for the production and quality of the drain mat rolls.
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3.3.04 SUBMITTALS
a. Submit with bid a Manufacturer’s Certificate indicating the proposed product meets the requirements of this
specification.
b. Submit with bid, product samples, Manufacturer’s test data, and installation and construction details (if applicable).
c. Submit with each delivery of drain mat material, a Manufacturer’s QA/QC certificate stating that material quality
meets the specifications outlined in this document.
3.3.05 DELIVERY, STORAGE, AND HANDLING
a. General: Conform to the Manufacturer's requirements.
b. Delivery.
1. Deliver materials to the site only after Owner/Owner’s Representative accepts required submittals.
2. Separate damaged rolls from undamaged rolls and store at locations designated by Owner/Owner’s
Representative until proper disposition of material is determined by Owner/Owner’s Representative.
3. Owner/Owner’s Representative will determine damage.
4. Deliver in rolls — do not fold.
3.3.06 PRODUCTS
a. Drain mat with geotextile fabric heat bonded to both sides.
b. Approved Products and Manufacturers
TransnetTM HDPE Geocomposite (geotextile on both sides) with 270 mil Geonet, 8 oz., by Skaps Industries, or
approved equal.
c. The drain mat shall have the following properties:

Property Test Method Units Required Value Qualifier
Geonet
Mass per Unit Area ASTM D 5261 lb/ft2 0.25 Minimum
Thickness ASTM D5199 mil. 270±15 Range
Carbon Black ASTM D 4218 % 2 to 3 Range
Tensile Strength ASTM D 5035 lb/in 75 Minimum
Melt Flow ASTM D 12383 g/10 min. 1 Maximum
Density ASTM D 1505 g/cm3 0.94 Minimum
Transmissivity1 ASTM D 4716 m2/sec 2.25x10-3 MARV2
Composite
Ply Adhesion (Minimum) GRI GC7 lb/in 0.5 MARV
Ply Adhesion (Average) GRI GC7 lb/in 1 MARV
Transmissivity1a ASTM D 4716 m2/sec 9x10-4 MARV
Geotextile
Fabric Weight ASTM D 5261 oz/yd2 8 MARV
Grab Strength ASTM D 4632 lb 225 MARV
Grab Elongation ASTM D 4632 % 50 MARV
Tear Strength ASTM D 37864 lb 90 MARV
Puncture Resistance ASTM D 4833 lbs. 130 MARV
Mullen Burst ASTM D 37864 psi 450 MARV
Water Flow Rate ASTM D 4491 gpm/ft2 100 MARV
Permittivity ASTM D 4491 sec-1 1.26 MARV
Permeability ASTM D 4491 cm/sec 0.3 MARV
AOS ASTM D 4751 US Sieve 80 MARV

Notes:
Transmissivity measured using water at 21 ± 2°C (70 ± 4°F) with a gradient of 1.0 and confining pressure of 15000 psf
between stainless steel plates after 15 minutes. Values may vary between individual labs.
1a. Transmissivity measured using water at 21 ± 2°C (70 ± 4°F) with a gradient of 0.1 and a confining pressure of 10000 psf
between stainless steel plates after 15 minutes. Values may vary between individual labs.
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MARV is statistically defined a mean minus two standard deviations and it is the value which is exceeded by 97.5% of all the
test data.
Condition 190/2.16
Modified
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PART IV
MATERIAL INSTALLATION SPECIFICATIONS

SECTION 4.1 - GENERAL REQUIREMENTS

4.1.01 GENERAL CONDITIONS
The provisions of Part II — General Conditions of the Contract — Sections 1 thru 17, are hereby made a part to these General
Requirements, and further intended to be part of all other sections of these project specifications.
4.1.02 WORK INCLUDED
The work as performed under the agreement, includes all work necessary as outlined below to install Geosynthetic Clay Liner
(GCL), High-density Polyethylene Liner (HDPE), Geocomposite (drainage net), 6 oz geofabric, Anchor Trench, and an HDPE
protective edging on Owner’s property at the Trans-Jordan Landfill located in South Jordan, Utah.

a. Install approximately 675,000 sq ft of reinforced Geosynthetic Clay Liner.
b. Install approximately 675,000 sq ft of High-density Polyethylene Liner.
c. Install approximately 300,000 sq ft of Geocomposite.
d. Install approximately 420,000 sq ft of 6oz Geofabric
e. Install approximately 2100 feet of 100 mil protective edging.
f. Excavate approximately 2100 feet of Anchor Trench
4.1.03 SUMMARY OF WORK
The principle features of work include:
a. Install the liner materials as detailed on the bidding drawings and located to the lines and grades established by the
Owner/Owner’s Representative. Drawings included with this package are for bidding purposes only and final
locations and final details will be confirmed with the issue of construction drawings prior to work commencing.
Quantities are not expected to change more than ten percent (10%) from bidding documents to construction
documents. It is the intent of the Owner/Owner’s Representative that the Contractor shall install the slope materials
prior to any bottom materials.
b. Install in accordance with these minimum specifications and the approved Manufacturers’ installation standards
attached to these specifications.
c. Anchor liner materials securely in place as per the details on the Drawings and the approved Manufacturers’
installation standards attached to these specifications.
d. Sequence and coordinate installations and testing to ensure that all operations are achieved in an orderly and
expeditious manner.
e. Extreme care shall be exercised by the Contractor to ensure that no damage occurs to the underlying prepared
surface while installing the GCL, HDPE, and Geocomposite. Extra care will be taken during transporting and installing
of successive layers.
f. Touch-up minor damaged surfaces caused during installation in accordance with industry standards, these
specifications, and the recommendations of the Manufacturers. Replace damaged components as directed by
Owner/Owner’s Representative.
g. Installation will not be considered complete until the liner is completely inspected by the Owner/Owner’s
Representative.
4.1.04 PRIME CONTRACTOR’S RESPONSIBILITY
The prime contractor, herein referred to as "Contractor", shall properly coordinate all work done, expediting the work of the
various trades. Contractor shall guarantee that the different elements are built and installed in proper sequence and so that
the parts fit together in a neat, tight, and workmanlike manner to function properly and as intended at the completion of the
work. The Contractor shall see to it that orders for installation accessories, which they are to furnish, as called for under this
contract and specifications and under their direction, are ordered by the various trades involved and are delivered to the site
at the proper time.

The Contractor and the various trades working under their leadership and direction, shall coordinate their work with adjacent
work and with other contractors, so as to facilitate the general progress of the work. Each contractor shall afford other
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contractors every reasonable opportunity for the installation of their work and for the storage of their material.

4.1.05 CONFORMITY WITH PLANS
All work shall be done by the Contractor in exact conformity with the plans and specifications and instructions of the
Owner/Owner’s Representative. All minor details of the work which are not mentioned in the specifications, but are
obviously incidental, shall be considered a part of the work for which prices are given in the proposal, and no extra
compensation shall be allowed the Contractor for the performance thereof.
4.1.06 ERRORS AND OMISSIONS
If the Contractor, in the course of the work, finds any errors or omissions in plans or in the layout as given by survey points
and instructions, or if they find any discrepancy between the plans and the physical conditions of the locality, they shall
promptly verify the same. Any work done after such discovery, until authorized, will be done at the Contractor's risk.
4.1.07 NOTICE TO OWNER’S REPRESENTATIVE
The Contractor shall give forty-eight hours’ notice when they will need the services of the Owner’s Representative for
observing any portion of the work
4.1.08 LINES AND GRADES
All work shall be done to the true line and grade, as shown on the contract drawings. The Owner/Owner’s Representative
will furnish survey benchmarks for the Contractor’s use and the Contractor must protect them and will be held responsible
for any defective work caused by their negligence in this respect. If the benchmarks are destroyed, they will be replaced by
the Contractor. The Contractor is responsible for all surveying with the exception of the initial benchmarks.
4.1.09 SUPERVISORY PERSONNEL
It is the intent of these specifications to provide a completed project which will in every way reflect the work of competent
journeyman mechanics in the various trades represented. The Contractor shall insure that each portion of the work is
supervised by a qualified person, well versed in the operation of the various tools required for the trade, the method in which
the work is to be done, and a knowledge of the general requirements of the construction work. All work is to be done in
accordance with the latest methods devised for such work to insure a workmanlike appearance of the completed project.
4.1.10 TIME OF PERFORMANCE AND PARTIAL PAYMENTS
The work shall be commenced at the time stated in the notice to proceed and shall be carried on continuously until completed
within the time set forth in the proposal.

At least ten days before each progress payment falls due (but not more often than once a month), the Contractor may submit
to the Owner/Owner’s Representative a partial payment estimate filled out and signed by the Contractor covering the work
performed during the period covered by the partial payment estimate and supported by such data as the Owner/Owner’s
Representative may reasonably require. The Owner/Owner’s Representative will, within ten days after receipt of each partial
payment estimate, either indicate in writing their approval of payment and present the partial payment estimate to the
Owner/Owner’s Representative or return the partial payment estimate to the Contractor indicating in writing their reasons
for refusing to approve payment. The Owner/Owner’s Representative will within ten days of presentation to them of an
approved partial payment estimate, pay the Contractor a progress payment on the basis of the approved partial payment
estimate. The Owner/Owner’s Representative shall retain ten (10%) percent of the amount of each payment until final
completion and acceptance of all work covered by the contract documents.
4.1.11 LIST OF DRAWINGS
The drawing package is titled: Cell 6c Liner Bid Dwgs (06-11-2024)

a. Title Sheet - Sheet 1
b. General Arrangement - Sheet 2
c. Site Plan - Sheet 3
d. Elevation Views – Sheet 4
e. Liner Details – Sheet 5
f. Liner Details (2) – Sheet 6
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SECTION 4.2 - EQUIPMENT AND LABOR FURNISHED BY CONTRACTOR

The Contractor shall furnish all labor, equipment, tools, supervision, etc., and all costs involved, necessary to the final
completion of the work required under this contract as specified, including all power required to power all tools and
equipment used, such as gasoline, fuel, oil, electricity, etc. All equipment, tools, machinery, etc. used shall be in good repair
and shall be maintained in a good workable and safe condition necessary to continuously carry on the work involved in this
project in a workmanlike, expeditious, and safe manner, without serious or costly delays in the performance of all phases of
the work involved. Any and all equipment and machinery used on this project shall be in accordance with all ordinances. No
equipment or machinery shall be operated in or over paved streets or prepared roadway shoulders, in getting to, from, or in
working on this project, that is equipped with treads or cleats that, in the opinion of the Owner/Owner’s Representative, may
be injurious to pavement or shoulder surfaces. Any damage done in these operations shall be immediately repaired by the
Contractor at their expense.

If requested by the Owner/Owner’s Representative, the Contractor shall furnish a list of all equipment and machinery that
they have of their own or which they have access to and which they propose to use on the work under this project. The
Contractor shall state the present condition of equipment as to its fitness and safety on this type of work, together with a
written statement as to the past experiences of those who will operate the various machines to be used, their qualifications
and the previous experiences the Contractor has had in performing similar work as that required under this contract.

SECTION 4.3 - GEOSYNTHETIC CLAY LINER (GCL)

4.3.01 SECTION INCLUDES
a. Installation of a reinforced Geosynthetic Clay Liner (GCL) as shown on the Drawings.
b. The reinforced Geosynthetic Clay Liner (GCL) shall be provided by the Contractor.
4.3.02 DEFINITIONS
For the purpose of this specification, the following terms are defined below:
a. Geosynthetic Clay Liner (GCL): A manufactured hydraulic barrier consisting of clay bonded to a layer or layers of
geosynthetics. The GCL must be reinforced. Refer to the QA/QC Plan attached to these specifications and included
as a contract document.
b. Construction Quality Assurance (CQA): The party, independent from Manufacturer or Contractor, that is responsible
for observing and documenting activities related to the quality assurance of installation of the geosynthetic
components of the lining system. This CQA consultant may enlist the aid of a CQA laboratory to conduct tests on
samples of geosynthetics obtained at the site.
c. Construction Quality Control (CQC): The individual who will be responsible for quality control of the Contractor’s
operations; observing, recording, and documenting activities related to the quality control of the installation of the
geosynthetic components of the lining system.
d. Overlap: Where two adjacent GCL panels contact, the distance measured perpendicular from the overlying edge of
one panel to the underlying edge of the other.
4.3.03 SUBMITTALS
a. Submit with bid evidence that Contractor is experienced to install GCL and include a project reference list
demonstrating company experience in installing GCL.
b. Submit with bid a conceptual panel layout to cover the entire work area.
c. Contractor shall supply the labels from the wrap on the outside of each roll of liner to the Owner’s Representative.
d. Contractor shall submit daily field reports detailing liner placed, QC testing, personnel, and weather conditions.
4.3.04 QUALITY CONTROL
a. Perform liner installation with adequately trained personnel experienced in similar liner installations.
b. Contractor will be responsible for all CQC functions as called out in the QA/QC Plan attached to these specifications.
c. Contractor shall inspect for overlap continuously during GCL placement at the rate of a minimum of once per roll for
the first six rolls installed, then once per ten rolls thereafter. Inspections shall be documented daily.
d. Owner will engage and pay for the services of an independent Construction Quality Assurance (CQA) consultant.
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4.3.05 PRODUCTS
a. The reinforced GCL must be supplied by the Contractor.
b. Reinforced GCL must be used on the cover as shown in the Drawings.
4.3.06 ON-SITE HANDLING
a. The Manufacturer assumes responsibility for initial loading of the GCL. Unloading, on-site handling, and installation
of the GCL are the responsibility of the Contractor.
b. A visual inspection of each roll should be made by the Contractor as it is unloaded to identify if any packaging has
been damaged. Rolls with damaged packaging shall be reported to the Owner/Owner’s Representative and then
marked and set aside for further inspection. The packaging should be repaired prior to being placed in storage.
c. Rolls with damaged GCL material shall be rejected and replaced by the Contractor.
d. The Contractor will contact the Manufacturer prior to shipment to ascertain the appropriateness of the proposed
unloading methods and equipment.
4.3.07 STORAGE - OWNER RESPONSIBILITY
a. Storage of the GCL rolls shall be the responsibility of the Contractor. A dedicated storage area is designated at the
job site that is away from high traffic areas; is level, dry, and well-drained; and is protected from other sources of
damage.
b. Rolls should be stored in a manner that prevents sliding or rolling from the stacks and may be accomplished by the
use of chock blocks or by use of the dunnage shipped between rolls. Rolls should be stacked at a height no higher
than recommended by the Manufacturer or at a height at which the lifting apparatus can be safely operated
(typically no higher than four rolls high).
c. All stored GCL materials and the accessory bentonite must be covered with a weather and UV resistant plastic sheet
or tarpaulin until their installation to ensure that water does not come into contact with the materials.
d. The integrity and legibility of the labels shall be preserved during storage.
4.3.08 GCL PLACEMENT
a. During start-up of the GCL installation, an agent or representative of the Manufacturer shall provide instructions
regarding the appropriate installation techniques.
b. All GCL used on this project must be reinforced.
c. The use of equipment capable of freely suspending the GCL roll is required. A spreader bar and core pipe are also
required for supporting the roll and allowing it to unroll freely. The core bar and spreader bar shall not bend or flex
excessively when a full roll is lifted. GCL rolls should be delivered to the working area in their original packaging.
Immediately prior to deployment, the packaging should be carefully removed so as not to damage the GCL.
d. GCL panels shall be placed with the side indicated by the Manufacturer facing down. Panels should be placed from
the highest elevation to the lowest within the area to be lined, to facilitate drainage in the event of precipitation.
Panels should be overlapped such that the direction of flow is from the uphill (top) sheet to the downhill (bottom)
sheet to produce a shingle effect. Panels placed on flat areas require no particular orientation. Panels shall be
placed free of tension or stress and without wrinkles or folds. It is not permissible to stretch the GCL in order to fit
a designated area. To ensure that the integrity of the prepared surface is maintained, panels shall not be dragged
across the subgrade into position.
e. Panels may be placed in any weather conditions except for rain, extremely high winds, or in ponded water.
f. The Contractor shall unwrap and install only as much GCL in one working day as recommended by the Manufacturer
or that can be covered at the end of the working day with HDPE membrane. All GCL panels should lie flat on the
underlying surface, with no wrinkles or folds, especially at the exposed edges of the panels. Equipment which could
damage the GCL shall not be allowed to travel directly on it. If installation equipment causes rutting of the subgrade,
the subgrade must be repaired and restored to acceptable condition prior to continuation of placement.
g. GCL material which becomes hydrated prior to covering shall be removed and replaced at the Contractor’s expense.
The Contractor and Owner/Owner’s Representative shall inspect the GCL for hydration and/or swelling prior to
placement of backfill. If the Owner/Owner’s Representative notices significant hydration and/or swelling, the
Contractor shall, at their own expense, arrange for the GCL to be inspected by a certified Manufacturers
representative. The Manufacturer’s representative shall inspect the GCL and evaluate its suitability for the intended
design purpose and compliance with product warranty. The Manufacturer’s representative’s inspection and
evaluation shall be documented and submitted to the Owner/Owner’s Representative.
70 | Page
4.3.09 GCL PANEL SEAMING
a. All GCL seams shall be formed by executing a bentonite-enhanced overlap to ensure that a continuous seal is
achieved between panels. (Or V-notch design for that purpose)
b. A 6-inch minimum overlap should exist at seam locations. . The lap line and match lines printed on the panels shall
be used to assist in obtaining this overlap. The edges of the GCL panels should be adjusted to smooth out any
wrinkles, creases, or "fishmouths" in order to maximize contact with the underlying panel.
c. After the overlying panel is placed, its edge shall be pulled back to expose the overlap zone. Any soil or debris
present in the overlap zone or entrapped in the geotextiles shall be removed. A fillet of granular bentonite shall
then be poured in a continuous manner along the overlap zone (between the edge of the panel and the 6-inch line),
at a rate of at least one-quarter pound per lineal foot. The use of a watering can is recommended to improve the
uniformity and consistency of the bentonite enhancement.
4.3.10 DAMAGE REPAIR
a. Any damage in the form of cuts or tears in the GCL shall be identified and repaired by the Contractor by cutting a
patch from unused GCL and placing it over the affected area.
b. The damaged area should be cleaned of all dirt and debris. A patch of GCL shall be cut to fit over the damaged area
and to extend at least one foot in all directions around it. Accessory bentonite shall then be placed around the
perimeter of the affected area at the rate of one-half pound per lineal foot, and the patch shall be placed over the
damage. The patch shall be weighted down using backfill or sandbags until final backfilling takes place.
4.3.11 INSTALLATION
Installation shall be in accordance with the Manufacturer’s recommended procedures. Any questions with regards to
installation techniques should be directed to the Manufacturer. Care must be taken to avoid damage to underlying, existing,
in-place liner components.
4.3.12 INSTALLATION WARRANTY
Provide an installation warranty for GCL material in compliance with the conditions of the Contract. Provide a minimum of 2
year non-pro rata warranty for the installation against defects.

SECTION 4.4 - HIGH-DENSITY POLYETHYLENE GEOMEMBRANE LINER
4.4.01 SECTION INCLUDES
a. Installation of textured high-density polyethylene (HDPE) geomembrane liner for solid waste cell construction.
b. The geomembrane shall be 60 mil in thickness and have textured surfaces on both sides and may be white or black.
4.4.02 DEFINITIONS
a. Bridging: The condition when geomembrane becomes suspended over its subgrade due to contraction of the
material or poor installation.
b. Construction Quality Assurance (CQA): The party, independent from Manufacturer or Contractor, that is responsible
for observing and documenting activities related to the quality assurance of installation of the geosynthetic
components of the lining system. This CQA consultant may enlist the aid of a CQA laboratory to conduct tests on
samples of geosynthetics obtained at the site.
c. Construction Quality Control (CQC): The individual who will be responsible for quality control of the Contractor’s
operations; observing, recording, and documenting activities related to the quality control of the installation of the
geosynthetic components of the lining system.
d. Geomembrane: An essentially impermeable membrane used as a solid or liquid barrier. Synonymous term for
flexible membrane liner (FML).
e. Geomembrane Subgrade: The Geosynthetic Clay Liner that the HDPE Liner will be placed upon.
f. Contractor: The party responsible for field handling, transporting, storing, deploying, seaming, temporary
restraining (against wind), and installation of the geomembrane.
g. Panel: The unit area of geomembrane that will be seamed in the field. If the geomembrane is not fabricated into
panels in a factory, a panel is identified as a roll or portion of a roll without any seams.
h. Well Seal: The seal which is installed between the HDPE and the well casing. (Equal to LANDTEC “Wellbore Seal””
71 | Page
membrane well seal)
4.4.03 SUBMITTALS
a. Schedules and Drawings
1. Submit detailed installation schedule within seven (7) days of award of contract. Include hours worked per
day, week, and per shift. Indicate all weather delays built into schedule.
2. Installation layout drawings: Within seven (7) days of award of contract, Contractor shall submit drawings
showing the panel layout indicating both fabricated (if applicable) and field seams, and details not
conforming to the Contract Drawings. Upon acceptance by Owner/Owner’s Representative,
Contractor shall use these drawings for installation of geomembrane.
b. Qualifications: Submit within seven (7) days of award:
1. Resume of installation supervisor/field engineer to be assigned to the project.
2. Resume of master seamer.
3. Resumes of installation seamers performing seaming operations.
c. Field Quality Control Documents
1. Submit quality control documentation prepared during installation.
2. Submit daily prior to the start of installation: subgrade acceptance certificate signed by the installation
supervisor for each area to be covered by the geomembrane.
d. Equipment and Personnel: Submit the following within seven (7) days of award:
1. Equipment list stating quantity and types.
2. List of personnel to perform field seaming operations.
e. Submit upon completion of the installation:
1. Certificate stating the liner has been installed in accordance with the plans and specifications.
2. The warranty obtained from the Manufacturer/fabricator and the installation warranty.
3. As-built drawings showing location of panels, seams, repairs, patches, and destructive samples, including
measurements.
4. Copies of seam test results and statistical analysis of each welder's performance.
4.4.04 QUALIFICATIONS
a. Contractor: Must have successfully installed a minimum of 2,000,000 square feet of welded polyethylene
geomembrane with documented references.
b. Master Welder Qualifications: Must have completed a minimum of 2,000,000 square feet of polyethylene
geomembrane seaming work using the type of seaming apparatus proposed for use on this project.
c. Other Seamer’s Qualifications: Must have seamed a minimum of 1,000,000 square feet of HDPE
geomembrane.
4.4.05 QUALITY CONTROL
Contractor will be responsible for all CQC functions as called out in the QA/QC Plan attached to these specifications.
4.4.06 QUALITY ASSURANCE
Owner will engage and pay for the services of an independent Construction Quality Assurance Inspector (CQA).
4.4.07 ON-SITE HANDLING
a. General: Conform to the Manufacturer’s requirements.
b. Handling on Site:
1. Use appropriate handling equipment to load, move, or deploy geomembrane rolls. Appropriate handling
equipment includes cloth chokers and spreader bar for loading, carrying, and roll bars for deployment.
Dragging panels on ground surface will not be permitted.
2. Do not fold geomembrane material; folded material will be rejected.
3. Contractor is responsible for off-loading, storing, and transporting material from storage area to installation
site.
4.4.08 INSTALLATION
Installation shall be in accordance with the Manufacturer’s recommended procedures. Any questions with regards to
installation techniques should be directed through the Contractor to the Manufacturer. Care must be taken to avoid damage
72 | Page
to underlying, existing, in place liner components.
4.4.09 INSTALLATION WARRANTY
Provide an installation warranty for geomembrane material in compliance with the conditions of the Contract. Provide a
minimum of 2 year non-pro rata warranty for the installation against defects.

SECTION 4.5 - GEOCOMPOSITE
4.5.01 SECTION INCLUDES
a. Installation of Geocomposite - drain net material for solid waste cell construction.
b. The Geocomposite material shall be provided by the Contractor.
4.5.02 DEFINITIONS
a. Bridging: The condition when geomembrane becomes suspended over its subgrade due to contraction of the
material or poor installation.
b. Construction Quality Assurance (CQA): The party, independent from Manufacturer or Contractor, that is
responsible for observing and documenting activities related to the quality assurance of installation of the
geosynthetic components of the lining system. This CQA consultant may enlist the aid of a CQA laboratory to
conduct tests on samples of geosynthetics obtained at the site.
c. Construction Quality Control (CQC): The individual who will be responsible for quality control of the Contractor’s
operations; observing, recording, and documenting activities related to the quality control of the installation of the
geosynthetic components of the lining system.
d. Geocomposite: An essentially permeable membrane used as a collection zone for any liquids.
e. Geocomposite Subgrade: The HDPE Liner that the Geocomposite will be placed upon.
f. Contractor: The party responsible for field handling, transporting, storing, deploying, seaming, temporary
restraining (against wind), and installation of the Drain Net.
g. Panel: The unit area of Geocomposite that will be installed in the field.
4.5.03 SUBMITTALS
a. Schedules and Drawings: Submit the following within seven (7) days of award of contract:
1. Installation schedule, including hours worked per day, week, and per shift. Indicate all weather delays built
into schedule.
2. Installation layout drawings, showing the panel layout field seams, and details not conforming to the
Contract Drawings. Upon acceptance by Owner/Owner’s Representative, Contractor shall use these
drawings for installation of drain net.
b. Field Quality Control Documents: Submit quality control documentation prepared during installation as per the
QA/QC Plan.
c. Equipment and Personnel: Within seven (7) days of award, submit equipment list stating quantity and types.
d. Submit upon completion of the installation:
1. Certificate stating the drain net has been installed in accordance with the plans and specifications.
2. Installation warranty.
3. As-built drawings showing location of panels, seams, repairs, patches, and destructive samples, including
measurements.
4.5.04 QUALIFICATIONS
Contractor must have successfully installed a minimum of 2,000,000 square feet of polyethylene Geocomposite with
documented references.
4.5.05 QUALITY CONTROL
Contractor will employ an individual whose sole responsibility will be to perform all CQC functions as called out in the QA/QC
Plan attached to these specifications.
73 | Page
4.5.06 QUALITY ASSURANCE
Owner will engage and pay for the services of an independent Construction Quality Assurance Inspector (CQA).
4.5.07 ON-SITE HANDLING
a. General: Conform to the Manufacturer's requirements.
b. On-Site Handling and Placement:
1. Use appropriate handling equipment to load, move, or deploy drain net rolls. Appropriate handling
equipment includes cloth chokers and spreader bar for loading, spreader, and roll bars for deployment.
Dragging panels on ground surface will not be permitted.
2. Do not fold Geocomposite material; folded material will be rejected.
3. Contractor is responsible for off-loading, storage, and transporting material from storage area to
installation site.
4. Geocomposite material shall be kept in sufficient tension to reduce folds and wrinkles.
5. In the presence of high wind, all Geocomposite shall be weighted with sandbags or the equivalent.
6. Geocomposite materials shall be cut using an approved cutter. If it is cut in place, special care must be
taken to protect other materials under and around the drain net.
7. Care shall be taken not to entrap stones or excessive dust that could damage the Geocomposite and
`generate clogging of drains or filters.
4.5.08 INSTALLATION
Installation shall be in accordance with the Manufacturer’s recommended procedures. Any questions with regards to
installation techniques should be directed through the Contractor to the Manufacturer. Care must be taken to avoid damage
to underlying, existing, in-place liner components.
4.5.09 INSTALLATION WARRANTY
Provide an installation warranty for drain net material in compliance with the conditions of the Contract. Provide a minimum
of 2 year non-pro rata warranty for the installation against defects.

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TRANS-JORDAN CITIES

CELL 6C BOTTOM LINER

QA/QC PLAN

July 20th, 2024

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Contents
1.0 RESPONSIBILITY AND AUTHORITY ........................................................................... 4
1.1 INTRODUCTION .................................................................................................................. 4
1.2 ORGANIZATION ................................................................................................................. 4
1.2.1 Regulatory Oversight: Utah Division of Waste Management and Radiation Control .................... 5
1.2.2 Owner/Operator: Trans-Jordan Cities .............................................................................................. 6
1.2.3 Project Engineer: IGES - Brett Mickelson P.E. .............................................................................. 6
1.2.4 QA Inspector: To Be Determined ...................................................................................................... 6
1.2.5 Construction Contractor: EC Applications ...................................................................................... 7
1.3 PROJECT MEETINGS ........................................................................................................ 8
1.3.1 Preconstruction Meeting ................................................................................................................... 8
1.3.2 Daily Progress Meetings .................................................................................................................... 8
1.3.3 Weekly Meetings ................................................................................................................................ 9
1.3.4 Problem or Work Deficiency Meetings ................................................................................................ 9
2.0 PERSONNEL QUALIFICATIONS .................................................................................. 10
2.1 GENERAL ............................................................................................................................ 10
2.1.1 Project Engineer .............................................................................................................................. 10
2.1.2 QA Inspector .................................................................................................................................... 10
3.0 QA/QC INSPECTION AND SAMPLING ....................................................................... 11
3.1 PRECONSTRUCTION ACTIVITIES .............................................................................. 11
3.2 INSPECTION ACTIVITIES .............................................................................................. 11
4.0 CHANGE CONTROL PROCEDURES ........................................................................... 12
4.1 MINOR CHANGES ............................................................................................................. 12
4.2 MAJOR CHANGES ............................................................................................................ 13
5.0 DOCUMENTATION .......................................................................................................... 14
5.1 GENERAL ............................................................................................................................ 14
5.2 MEETING Documentation ................................................................................................. 14
5.3 DAILY RECORDKEEPING BY QA INSPECTOR ........................................................ 15
5.3.1 Daily Meeting Documentation Form – (Documented by QA). ....................................................... 15
5.3.2 Daily Field Log – (QA documented, QC countersigned, QA distributed) ..................................... 15

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5.3.3 Material Acceptance – (Documented by QC, countersigned by QA) ............................................. 16
5.3.4 Subgrade Acceptance – (Documented by QC, countersigned by QA). ........................................... 16
5.3.5 Soil Cover Inspection – (QC documented, QA countersigned, QA distributed) ............................... 16
5.3.6 Other QA inspector duties 17
5.4 DAILY RECORD KEEPING BY QC Inspector .............................................................. 17
5.4.1 GCL Panel Placement Log – (Documented by QC) ........................................................................ 17
5.4.2 HDPE Panel Placement Log – (Documented by QC).................................................................... 18
5.4.3 HDPE Trial Welding Log – (Documented by QC) ......................................................................... 18
5.4.4 HDPE Panel Seaming Log – (Documented by QC) ....................................................................... 18
5.4.5 HDPE Non-Destructive Testing Log – (Documented by QC) ........................................................ 19
5.4.6 HDPE Destructive Testing Log – (Documented by QC) ................................................................. 19
5.4.7 HDPE Repair Log – (Documented by QC) ..................................................................................... 19
5.4.8 Geocomposite Panel Placement Log – (Documented by QC) ......................................................... 20
5.5 PROBLEM IDENTIFICATION AND CORRECTIVE ACTION REPORT -FORMS
(Documented by QA Inspector) ..................................................................................................... 20
5.6 REPORT DISTRIBUTION ................................................................................................ 21
5.7 CONSTRUCTION REPORT ............................................................................................. 21
5.8 STORAGE OF RECORDS ................................................................................................. 21

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1.0 RESPONSIBILITY AND AUTHORITY
1.1 INTRODUCTION
This Construction Quality Assurance/Quality Control (QA/QC) Plan is a site-specific document that has
been prepared to provide quality controls and assurance that address construction of the proposed Cell 6c
liner system at the Trans-Jordan Cities Landfill (“Landfill”). Construction Quality Control (QC) will be
performed by the Contractor, independently from Construction Quality Assurance (QA). QC consists of
inspections necessary to verify specifications, and thus control the quality of the constructed or installed
components. The Owner (Trans-Jordan Cities) or an Owner-provided subcontractor will perform the QA
activities. QA activities will focus on the QC activities of the Contractor, and will consist of inspections,
verifications, audits, review of forms and paperwork, and evaluations of materials and workmanship
necessary to determine and document the quality of the constructed facility. In cases of discrepancies that
may exist within the construction documents, the Plans shall govern, followed by the QA/QC Plan and
finally, the Specifications.
1.2 ORGANIZATION
The principal organizations involved in regulatory oversight, engineering and design, construction, and
QC/QA of the Cell 6c liner system at the Trans-Jordan Cities Landfill and their respective responsibilities
are outlined in Figure 1.

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FIGURE 1: PROJECT ORGANIZATIONAL STRUCTURE

1.2.1 Regulatory Oversight: Utah Division of Waste Management and Radiation Control
The State of Utah Division of Waste Management and Radiation Control (DWMRC) is the
permitting agency authorized by State statute to review liner and cover construction associated with
municipal solid waste disposal facilities. It is the responsibility of the DWMRC to review the
facility Owner/Operator's construction documents for completion and to ensure that the
construction documents are in accordance with the facilities permit. The DWMRC also has the
responsibility and authority to review all QC and QA documentation during or after facility
construction to confirm that the approved QA/QC Plan was followed and that the facility was
constructed as specified in the construction Plans and Specifications.
STATE OF UTAH DIVISION OF
WASTE MANAGEMENT AND
RADIATION CONTROL
(Owner/Operator)
TRANS-JORDAN
CITIES
(Jaren Scott)

PROJECT
ENGINEER
Brett Mickelson, P.E.
Jared Hawes, P. E.
IGES

QUALITY
ASSURANCE
INSPECTOR

TBD
QUALITY
CONTROL
INSPECTOR
TBD

CONTRACTOR

TBD

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1.2.2 Owner/Operator: Trans-Jordan Cities
The Landfill is owned and operated by Trans-Jordan Cities (“Trans-Jordan” or “Owner”). The
Owner is responsible for the design, construction, and operation of the landfill including compliance
with requirements of the DWMRC. The Owner is also responsible for assuring the DWMRC, by
the submission of QC and QA documentation, that the cover installation was constructed as
specified in the Construction Plans and Specifications. The Owner has the authority to select and
dismiss organizations charged with design, QA, and construction activities and to accept or reject
design Plans and Specifications, QA plans, reports and recommendations of the QA inspector, and
the materials and workmanship of the Contractor. The Owner will notify the DWMRC of
individuals/organizations, which will be performing duties under this Plan, and if any changes to
those personnel are made during the project life. The Owner’s representative on the project will be
Mr. Jason Turville.
1.2.3 Project Engineer: IGES – Jared Hawes P.E.
The primary responsibility of the Project Engineer (Engineer) is to provide engineering design
support during construction of the facility to fulfill the operational requirements of the Owner, and
the performance requirements of the DWMRC. The Engineer shall provide clarification of the
Plans and Specifications if necessary, to assist the implementation of the approved Plans and
Specifications. The Engineer has the authority to change some components of the design if
unexpected site conditions are encountered or changes in construction methodology occur. Changes
will be documented appropriately and stamped by the Engineer.

The QA portion of the QA/QC Plan is designed to ensure that these unexpected changes or
conditions will be detected, documented, and addressed during construction. In addition, the
Engineer shall be responsible for the implementation and oversight of the QA/QC Plan, periodically
review QA documentation, and provide technical support during construction. The Engineer shall
approve of and document all corrective measures recommended and specified in cases where work
deviates from the Plans and Specifications. The Engineer and the QA Inspector shall be in direct
communication on every aspect of the construction activities, especially any issues of installation,
which the QA Inspector identifies as deviations from the Plans or Specifications. The Engineer
shall report directly to the Owner.
1.2.4 QA Inspector: Kleinfelder
The QA Inspector will be responsible for guiding QA activities at the site and reviewing QC results.
The QA Inspector shall have the authority to stop work elements, if required, to maintain the quality
of the project. Problems with QA/QC that are not readily resolved or require a change in design
shall be referred to the Engineer. The QA Inspector will communicate on a daily basis directly to

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the Engineer and shall coordinate any change notifications to the QA/QC Plan to the Engineer.
Responsibilities of the QA Inspector will include:

• Reviewing design criteria, plans, and specifications for clarity and completeness so that the
QA/QC Plan may be implemented
• Scheduling and coordinating QA inspection activities including:
▪ Confirming that the testing equipment, personnel, and procedures do not change over time
or making sure that any changes do not adversely impact the inspection process
▪ Confirming that the test data are accurately recorded and maintained
▪ Verifying that the raw data are properly recorded on approved forms, validated, reduced,
summarized, and interpreted
▪ Maintain in an up-to-date, organized and accessible manner all inspection forms,
documentation and submitted certifications, on site for DWMRC and Engineer's review
• Providing reports to the Engineer on the inspection results including:
▪ Review and oversight of all data sheets and reports
▪ Identification of work that the QA Inspector believes should be accepted, rejected, or
uncovered for observation, or that may require special testing, inspection, or approval
▪ Rejection of defective work and verification that corrective measures are implemented
• Verifying that all contractors' construction quality control plans are in accordance with this
QA/QC Plan
• Reporting to the Contractor, at the Engineer's request, results of observations and tests as the
work progresses and interacting with the Contractor to provide assistance in modifying the
materials and work to comply with the specified design
1.2.5 Construction Contractor: EC Applications
The responsibility of the Contractor is to provide materials, equipment and labor necessary to
construct the Cell 6c Liner system in strict accordance with design criteria, plans, and specifications
using the necessary construction procedures and techniques. The Contractor is also responsible for
implementing QC testing required by this QA/QC Plan and for submitting the necessary data to the
Engineer for development of as-built drawings. The Contractor shall prepare and submit to the
Engineer a Construction Quality Control Plan (QC Plan) that provides details and schedules for
meeting the QC requirements in this Plan. Contractor shall submit their QC Plan to the Engineer at
least 1 week prior to the Preconstruction Meeting.
Texas Environmental Plastics

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1.3 PROJECT MEETINGS
1.3.1 Preconstruction Meeting
A preconstruction meeting will be held following completion of facility design, regulatory
approval, and award of construction contracts. The Owner, Engineer, QA Inspector, and all
Contractors with their QC personnel will attend the preconstruction meeting. State of Utah
DWMRC personnel may attend the preconstruction meeting at their option. The meeting shall be
documented by the QA Inspector and minutes of the meeting distributed to all personnel in
attendance. The meeting agenda will include, but not be limited to, the following:

• Issuing of Construction Plans and Specifications
• Issuing of Construction QA/QC Plan. Familiarizing each organization with the QA/QC Plan
and its role relative to the design criteria, plans, and specifications
• Reviewing the responsibilities and lines of communication and authority of each organization.
• Discussing procedures for observations and testing
• Discussing procedures for handling construction deficiencies, repairs, and retesting
• Maintaining approved forms and the methods for documenting and reporting testing and
inspection activities
• Discussing procedures for the location and protection of construction materials and for the
prevention of damage of the materials from inclement weather or other adverse events
• Conducting a site walk-around to review site conditions and material and inspection equipment
storage locations
• Identifying required submittals for the project
• Procedures for stopping work
1.3.2 Daily Progress Meetings
Daily Progress Meetings will be held at the work area prior to commencement of work. This
meeting will be attended, at a minimum, by the Contractor, the QC Inspector, and the QA Inspector.
The QA Inspector will document the meeting by filling out a meeting form. The purpose of this
meeting will be to:

• Review the previous day's activities and accomplishments
• Review the work location and activities scheduled for the day
• Identify the contractor's personnel and equipment assignments for the day
• Discuss any potential construction problems
• Discuss any potential quality concerns related to that day’s construction activity

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1.3.3 Weekly Meetings
Weekly meetings will be held during each week of the project to enhancing communication
between personnel responsible for designing, inspecting, and constructing the Cell 6C Bottom
Liner. It will be the responsibility of the QA Inspector to conduct project meetings. This meeting
will be attended, at a minimum, by the QA Inspector, Contractor, the QC Inspector, Owner, and
Engineer with optional attendance by the State of Utah DWMRC personnel. The QA Inspector will
document the meeting by filling out a meeting form. A major goal of project meetings will be to
ensure familiarity with authorized personnel, individual responsibilities, facility design,
construction procedures, and any design changes for all parties involved in the project.
1.3.4 Problem or Work Deficiency Meetings
A special meeting will be held when and if a problem or work deficiency has been identified or is
likely to occur, or if a special situation exists which warrants a meeting between the parties. This
meeting will be attended, at a minimum, by the Owner, Engineer, Contractor, the QC Inspector and
QA Inspector. The QA Inspector will document the meeting by filling out a meeting form. The
purpose of the meeting will be to define and resolve an identified or potential problem or recurring
work deficiency in the following manner:

• Define and discuss the problem or deficiency
• Review alternative solutions
• Implement a plan to resolve the problem or deficiency

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2.0 PERSONNEL QUALIFICATIONS
2.1 GENERAL
To assure that the individuals involved with implementation of the QA/QC Plan are properly
qualified, a list of minimum qualifications has been developed. This will ensure that the individuals
have the proper training and experience to adequately perform their particular task. Qualifications
are presented below:
2.1.1 Project Engineer
• Bachelor's Degree in Civil Engineering or related field and at least 10 years of experience in
related projects. The Engineer must be familiar with all aspects of geosynthetic liner/cover
construction including; embankment construction, QA/QC plan implementation, and the
installation of geosynthetic materials.
• Must have good interpersonal and communication skills.
• Must be licensed as a civil professional engineer (P.E.) with the State of Utah and have the
ability to stamp project documents as a P.E. where required.
2.1.2 QA Inspector
• Should have a minimum of two (2) years in similar synthetic cover system experience and shall
be familiar with all aspects of geomembrane testing, and other QA/QC controls relating to cover
construction.
• Must have good interpersonal and communication skills.
• Must be able to facilitate project meetings as described in Section 1.3 of this Plan.
• Be capable of independently performing and reviewing results of all geosynthetic liner/cover
on-site related testing.

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3.0 QA/QC INSPECTION AND SAMPLING
3.1 PRECONSTRUCTION ACTIVITIES
The Owner, QA Inspector and Engineer will review the Plans and Specifications and the Contractor
provided QC plan for clarity and consistency. Any problems identified by the QA Inspector will be
brought to the attention of the Project Engineer for clarification and/or modification as necessary.

During the Preconstruction Meeting, the Project Engineer will give instructions to QA/QC
personnel to acquaint them with design concepts and to provide them with a clear understanding of
expected conditions, methods of construction, and the scope of Plans and Specifications.
3.2 INSPECTION ACTIVITIES
Details of all inspection activities that are required by the QC & QA personnel for Cell 6C Bottom
Liner construction are provided within Appendix A. All prescribed forms for project
documentation are provided in Appendix B.

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4.0 CHANGE CONTROL PROCEDURES
4.1 MINOR CHANGES
Section 4.1 describes the procedures for initiating and approving MINOR changes to the Plans and
Specifications, which may be necessary to maintain or enhance quality during construction in a
timely manner. Minor design changes are generally described as any changes that will not require
a change to the Landfill’s permit status as overseen by the DWMRC.

The following changes to the design will be considered MINOR in nature:

• change in locations of any structures
• field fitting of structures
• product substitutions
• change or modification to work methodology

As the need for minor changes occurs, each proposed change must be reviewed and approved by
the Project Engineer. Once approved by the Engineer, changes will be implemented by the Change
Control Procedures as follows:

• All proposed design engineering and construction changes will be reviewed and approved by
the Project Engineer. The Engineer must document that the proposed minor change(s) meets
the current quality requirements for the project design and construction. The Engineer submit
the proposed change to the Owner for the Owner’s concurrence.
• The Engineer will also provide documentation to the Contractor and Owner indicating that the
proposed change(s) meet the quality requirements of the design criteria, and that DWMRC has
approved the change.
• In addition to the Engineers documentation, all minor changes will be documented by the QA
Inspector.
• All documentation prepared and submitted to the Owner, the Contractor, or the DWMRC
regarding the change(s) will be included in the construction documentation report. As-built
details of the project will be prepared that will reflect approved changes.

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4.2 MAJOR CHANGES
Section 4.2 describes the procedures for initiating and approving MAJOR changes to the Plans and
Specifications. Major changes are unlikely to occur but may be necessary during the course of
construction. Major changes to the Plans and Specification would include the elimination of
structures, drainage features, elimination or addition of cover components or change in cover extent,
or any other change not described here which is greater in scope than minor change conditions
described in Section 4.1.

A major change will most likely be initiated by the Contractor. Any proposed major change will
be submitted in writing by the Contractor to the Owner and Engineer to review. If the Owner and
Engineer concur with the Contractor’s submittal; the Owner shall submit to DWMRC the
Contractors written information along with Owner / Engineer’s written assessment of the need for
a major change to the project. If a major change is initiated by the Engineer, then the Owner will
notify the Contractor that a change has been proposed. The Owner will then work with the Engineer
following the same process as described in this paragraph in submitting an assessment of the
proposed change to the DWMRC.

If an assessment recommending a major change is being submitted to the DWMRC, a request for a
special meeting with the DWMRC will be made for immediate by the Project Engineer. The Owner
and Project Engineer will attend the meeting with the DWMRC to present the basis for change. No
major changes to the engineering design or plans, Plans, specifications, or QA/QC plan will be
made without express written approval from the DWMRC and written approval from the Owner.

All documentation prepared and submitted by the Owner, the Contractor, or the DWMRC regarding
the major change will be included in the construction documentation report. As-built details of the
project will be prepared that will reflect approved changes.

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July 20th, 2024
5.0 DOCUMENTATION
5.1 GENERAL
Documentation forms for the QA/QC plan will be initiated by the QC Inspector and counter-signed
by the QA Inspector. The exceptions to this are the Meeting Documentation forms for the
preconstruction, daily, weekly, and special/work deficiency meetings as described in Section 1.3.
The QA Inspector will maintain copies of all QC forms and documentation on-site. The distribution
of QA/QC documentation is specified in Section 5.6. Photographs will be used as a general
documentation tool to provide the Owner with a visual record of construction, however, this plan
does not necessarily require the photographic documentation of specific activities. All project
documentation forms are provided in Appendix B – QA/QC Forms.

If the Contractor’s wishes to use a QC form in substitute for the forms provided in Appendix B,
this substitution may be approved by the QA Inspector after review of the Contractor’s form, and
determination that all pertinent data required is recorded on Contractor’s forms. Documentation of
form substitution will be completed by the QA Inspector and included in the Construction Report.

5.2 MEETING DOCUMENTATION
Proper documentation of project meetings is a critical aspect of project QC/QA. The QA Inspector
has responsibility to document and record the preconstruction, weekly, daily, and any necessary
special/work deficiency meeting information on the Meeting Documentation form.
Information to be recorded will include the following:

• Date and report number
• Persons in attendance
• Progress review
• Scheduled work activities
• Scheduled tests and inspections
• Problems
• Safety Issues
• New recommendations, changes in plans or procedures, or action items not previously discussed

The QA Inspector will copy, distribute, and file the Meeting Documentation forms as specified in
Section 5.6.

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July 20th, 2024
5.3 DAILY RECORDKEEPING BY QA INSPECTOR
The QA Inspector will be responsible for reviewing daily documentation of Contractor QC
inspections and observations as well as those performed by the QA Inspector him/herself and will
be kept on a Daily Field Log to ensure adequate adherence to the QA/QC Plan. Other daily records
include the daily meeting documentation, material acceptance, subgrade acceptance, and soil cover
inspection; these are described in the following Subsections of Section 5.3. All daily records will
be collected, distributed and maintained by the QA Inspector. Record distribution will be as
indicated in Section 5.6.

Each of the forms that the QA Inspector must maintain on a daily basis are described in the
following Subsections. A summary of the forms that the QA Inspector must maintain on a daily
basis are as follows:

• Daily Meeting Documentation
• Daily Field Log
• Material Acceptance
• Subgrade Acceptance
• Soil Cover Inspection
• Problem Identification & Correction Action (if needed are addressed in Section 5.5)
5.3.1 Daily Meeting Documentation Form – (Documented by QA).
The QA Inspector will record all relevant items related to daily meetings. These are described in
detail in Section 5.3 above and are not described further in this subsection.
5.3.2 Daily Field Log – (QA documented, QC countersigned, QA distributed)
All work activities will be documented on a Daily Field Log. The Daily Field Log will be the
responsibility of the QA Inspector. The QC Inspector shall review the information presented in the
Daily Field Log, and then countersign as to its completeness. The Daily Field Log shall include the
following:

• Report date and number
• Weather conditions
• Contractor personnel and equipment on site
• Visitors on site
• Notice of material arrival on site
• Summary of Minor work activities
• Summary of Major work activities

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July 20th, 2024
• Seaming, testing, and repair activities

Attached to the Daily Field Log will be the Meeting Documentation (daily meeting) form and a
Material Acceptance form when materials arrive on site. Subgrade Acceptance forms will be
submitted prior to GCL placement.
5.3.3 Material Acceptance – (Documented by QC, countersigned by QA)
The QC and QA Inspectors will jointly inspect all materials delivered to the site. The QC Inspector
will fill out and sign the Material Acceptance form then submit the form to the QA Inspector. The
QA Inspector will verify that the data on the Material Acceptance form is correct then sign the form.
The Material Acceptance form will include the following:

• Date and report number
• Material type and manufacturer identification
• Truck number and trucking company
• Quantity of material (number of rolls, roll numbers, tons, yards etc.)
• Material damage
5.3.4 Subgrade Acceptance – (Documented by QC, countersigned by QA).
The subgrade to be covered by geosynthetic clay liner (GCL) and geomembrane on any particular
day shall be certified by the QC Inspector (Contractor) and approved by the QA Inspector. The
Subgrade Acceptance form shall include the following:

• Date and report number
• Specific Area of Cover Placement
5.3.5 Soil Cover Inspection – (NOT Applicable for this project- Cell 6C Bottom Liner)
Document the Soil Cover efforts on the Soil Cover Inspection Form. Filling out this form will be
the responsibility of the QC Inspector. The QA Inspector shall review the information presented
and then countersign. The Soil Cover Inspection Form shall include the following:

• Report date and number
• Area of soil cover placement
• Document if and how the depth was monitored
• Document any damage to the Geonet and the corrective action taken
• If depth is checked by pot-holes, document locations and results
• If pot-holes do not meet minimum depth requirements, describe corrective action performed

TRANS-JORDAN CITIES Page 17 Cell 6c Bottom Liner QA (Bid)
July 20th, 2024

5.3.6 Other QA Inspector Duties

QA Inspector will maintain as-built drawings of the locations of each of the various types of cover
panels installed by the Contractor. This includes the GCL panels and the dates each were placed,
the HDPE panels and the date in which each panel was placed, and the geocomposite panels and
the date each were placed. This information will be taken from the Placement logs submitted to the
QA Inspector by the QC Inspector.

The QA Inspector must also complete and submit problem identification and corrective action
reports as needed; information regarding submittal of these forms is discussed at-length in Section
5.5 below.
5.4 DAILY RECORD KEEPING BY QC INSPECTOR
Most of the major QC activities are ongoing (multiple day) activities with QC documentation being
kept by the QC Inspector on various progress logs. Copies of the following logs will be submitted
by QC Inspector to the QA Inspector on a daily basis. The QA Inspector will review and approve
the QC forms submitted by the QC Inspector to ensure adequate adherence to the Project QA/QC
plan. The QA Inspector will distribute copies of forms as indicated in Section 5.6.

Each of the forms that the QC Inspector must maintain on a daily basis are described in the
following Subsections. A summary of the forms that the QA Inspector must maintain on a daily
basis are as follows:

• GCL Panel Placement Log
• HDPE Panel Placement Log
• HDPE Trial Welding Log
• HDPE Panel Seaming Log
• HDPE Non-Destructive Testing Log
• HDPE Destructive Testing Log
• HDPE Repair Log
• Geocomposite Placement Log
5.4.1 GCL Panel Placement Log – (Documented by QC)
The QC Inspector will document the placement of the GCL material on the GCL Panel Placement
Log. The GCL Panel Placement log shall include the following:

• Date

TRANS-JORDAN CITIES Page 18 Cell 6c Bottom Liner QA (Bid)
July 20th, 2024
• Reinforced or Unreinforced GCL deployment
• Panel Number
• Roll Number
• Panel Length and Width
• Panel Location and Other Comments
5.4.2 HDPE Panel Placement Log – (Documented by QC)
The QC Inspector will document the placement of the HDPE material on a HDPE Panel Placement
Log. The HDPE Panel Placement log shall include the following:

• Date
• Panel Number
• Roll Number
• Panel Length and Width
• Panel Location
5.4.3 HDPE Trial Welding Log – (Documented by QC)
The QC Inspector will document the results of the testing on the trial welds on a HDPE Trial Weld
Log. The HDPE Trial Weld Log shall include the following:

• Date and time
• Ambient Temperature
• Machine Number
• Seamer ID
• Extrusion & Fusion Weld temperature settings
• Fusion Speed Setting
• Peel and Shear values
• Pass or Fail rating
5.4.4 HDPE Panel Seaming Log – (Documented by QC)
The QC Inspector will document all HDPE panel seaming activities on a HDPE Panel Seaming
Log. The HDPE Panel Seaming Log shall include the following:

• Date and time
• Seam number
• Panel numbers
• Seam length

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July 20th, 2024
• Tester identification
• Machine number
• Temperature setting
• Speed or Preheat
• Welding Direction
• End Bone Pass/Fail
5.4.5 HDPE Non-Destructive Testing Log – (Documented by QC)
The QC Inspector will document the non-destructive testing of all HDPE seams on a HDPE Non-
Destructive Testing Log. The HDPE Non-Destructive testing Log shall include the following:

• Date and time
• Seam number
• Tester identification
• Air testing pressure and time
• Pass or fail rating
5.4.6 HDPE Destructive Testing Log – (Documented by QC)
The QC Inspector will document the destructive testing of the HDPE on a HDPE Destructive
Testing Log. The HDPE Destructive Testing Log shall include the following:

• Date
• Sample ID
• Seam number
• Technician ID
• Machine number
• Peel values
• Pass or fail rating
• Correlated laboratory duplicate test results (if applicable).
5.4.7 HDPE Repair Log – (Documented by QC)
The QC Inspector will document all repairs to the HDPE on a HDPE Repair Log. The HDPE Repair
Log shall include the following:

• Field seam number
• Panel number
• Repair date

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July 20th, 2024
• Welder name
• Machine number
• Test date and time
• Test crew
• Pass or fail rating of repair
5.4.8 Geocomposite Panel Placement Log – (Documented by QC)
The QC Inspector will document the placement of all geocomposite material on the Geocomposite
Placement Log. The Geocomposite Placement Log shall include the following:

• Date
• Panel number
• Roll number
• Panel length and width
• Panel location
5.5 PROBLEM IDENTIFICATION AND CORRECTIVE ACTION REPORT -FORMS
(DOCUMENTED BY QA INSPECTOR)
When material or workmanship is identified which does not meet the specified design, a Problem
Identification and Corrective Measure Report will be made. Problem Identification and Corrective
Measure Reports will be cross-referenced to specific inspection data records in which the problem
was identified. At a minimum they shall include the following information:

• Date and Report Number
• Detailed description of the problem
• Location of the problem
• Probable cause
• How and when the problem was located (reference to inspection data records)
• Estimation of how long the problem has existed
• Suggested corrective measure
• Documentation of correction (reference to inspection data records)
• Signature of the QA Inspector

All Problem Identification Corrective Action Reports will be sent immediately to the Engineer for
resolution.

TRANS-JORDAN CITIES Page 21 Cell 6c Bottom Liner QA (Bid)
July 20th, 2024
5.6 REPORT DISTRIBUTION
QA Inspector will distribute reports weekly by 11:00 AM Monday morning. The distribution list
and preferred method of distribution for reports will be discussed and created at the Preconstruction
Meeting. The distribution list for QA/QC documentation will be created at the Preconstruction
Meeting. The QA Inspector will have administrative resources made available to them by the
Landfill so that they can distribute reports as needed.
5.7 CONSTRUCTION REPORT
The Engineer will complete a full Construction Report documenting the QC/QA portion of the
construction of the landfill cover. The report will document that materials and material installation
met the requirements of the approved Plans and Specifications. The Construction Report will be
completed within 60 days of the completion of construction. The report shall include:

• Copies of the daily QA/QC logs and meeting reports
• Copies of all QA/QC documentation
• As-Built drawings
• All reports submitted to the Owner/Engineer by the Contractor

The Contractor shall also submit a certification statement that the Cell 6C Bottom Liner has been
installed in accordance with the Plans and Specifications and meets requirements of the QA/QC
Plan. The Construction Report shall be compiled and completed by the Engineer and shall be
submitted to the landfill Owner for review and comments. Once the Report is finalized, the Owner
will submit the Construction Report to the DWMRC.
5.8 STORAGE OF RECORDS
The QA Inspector will be responsible for all facility QA/QC documents during the construction of
the Cell 6C Bottom Liner. After construction is complete the Owner will store the as-built drawings
at the facility for easy access. A copy of final as-builts will also be sent to the DWMRC for entry
into the facility records, if requested.

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

APPENDIX A

MAJOR WORK

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

SUBGRADE PREPARATION
Work Activity/ Specifications Contractor Quality Control Owner Quality Assurance
Examination:
Examine that site conditions are suitable to
begin subgrade preparation, i.e., materials
and equipment are out the way and safety
measures are in place.

Observe and record work progress in Daily
Field Log.

Confirm work progress recorded in Daily
Field Log. Countersign Daily Field Log.
Execution:
Prepare subgrade soils to receive geotextile
and geosynthetic clay liner (GCL) by means
of grading, rolling and/or track walking.

Certify and document on Subgrade
Acceptance Form that subgrade is in a
condition suitable* for geotextile and GCL
placement. *Suitable condition for GCL
placement is one in which no surface
irregularities (rocks, sticks, etc.) that can
damage the HDPE or GCL are present. There
should also be no ponded water or soft areas.

Approve and countersign Subgrade
Acceptance Form that subgrade is in a
condition suitable for geotextile and GCL
placement. Attach Subgrade Acceptance
Form to Daily Field Log.

GEOSYNTHETIC CLAY LINER (GCL)
Work Activity/ Specifications Contractor Quality Control Owner Quality Assurance
Submittals:
Collect manufacturer product sheets and
submit to Engineer for approval. Do not
schedule shipping of material until approval
is obtained from Engineer.

None

None
Material Acceptance:
Collect shipping information on all material
arriving to site for construction of the system.

Confirm that materials meet the
requirements of the Plans and Specifications.
Prepare Material Acceptance Form.
Submit shipping information to QA
Inspector for filing.

Inspect materials arriving to the site.
Confirm that the materials meet the
requirements of the Plans and Specifications.
Countersign Material Acceptance Form.
Attach Material Acceptance Form to Daily
Field Log. Collect and file all shipping
information.
Unloading and Storage:
All material is to be unloaded in a manner
that will not cause damage. Material will be
stored to avoid damage from wind,
precipitation, sun, traffic, etc.…

Observe material unloading and storage
areas.

Observe material unloading and storage
areas.

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

Work Activity/ Specifications Contractor Quality Control Owner Quality Assurance
Installation:
Install GCL in accordance with Plans and
Specifications. Meet overlap requirements
and bentonite enhanced seams (if required).

Observe and record work progress on GCL
Panel Layout Form and Daily Field Log.
Document that overlaps are adequate and in
proper direction. Document seams are
enhanced with bentonite (if required) and no
debris was present. Document any damage to
GCL and the corrective action performed.

Confirm work progress recorded on GCL
Panel Layout Form and Daily Field Log.
Countersign Daily Field Log. Inspect and
verify overlaps, seams, damage and
corrective action. Countersign GCL Panel
layout Form.
Testing / Observation:
Testing is not required. Observe work for
conformance with Plans and Specifications.

Observe and record work was performed in
accordance with Plans and Specifications.
Record on Daily Field Log.

Observe work was performed in accordance
with Plans and Specifications. Confirm work
progress recorded on Daily Field Log.
Countersign Daily Field Log.

60-MIL HDPE GEOMEMBRANE
Work Activity/ Specifications Contractor Quality Control Owner Quality Assurance
Submittals:
Obtain appropriate submittals from the
manufacturer. Do not order HDPE until
Engineer has given approval of submittals.
Installer is to submit to Engineer an HDPE
panel layout to Engineer for informational
purposes. Engineer shall forward material
acceptance to both QA and QC personnel.

None

None
Material Acceptance:
Collect shipping information on all material
arriving on site for construction of the
system.

Confirm that materials meet the
requirements of the Plans and Specifications.
Prepare Material Acceptance Form.
Submit shipping information to QA
Inspector for filing.

Inspect materials arriving to the site.
Confirm that the materials meet the
requirements of the Plans and Specifications.
Countersign Material Acceptance Form.
Attach Material Acceptance Form to Daily
Field Log. Collect and file all shipping
information.
Unloading and Storage:
All material is to be unloaded in a manner
that will not cause damage. Material will be
stored to avoid damage from wind,
precipitation, sun, traffic, etc.…

Observe material unloading and storage
areas.

Observe material unloading and storage
areas.

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

Work Activity/ Specifications Contractor Quality Control Owner Quality Assurance
HDPE Placement:
Install system in accordance with Plans and
Specifications.
Installer is to use HDPE panel layout
drawing to reference panel location.

Record work progress in Daily Field Log.
Record the deployment of each panel of
HDPE in a HDPE Panel Placement Log.

Confirm work progress recorded in Daily
Field Log. Countersign Daily Field Log.
Review the HDPE Panel Placement Log for
accuracy, copy and distribute daily. Maintain
As-Built drawing of the HDPE panel layout.
Trial Welds:
Prior to HDPE installation, perform trial
welds to verify equipment and methods are
in accordance with specifications.
Perform trial welds at a minimum at the
beginning of every seaming shift (i.e. Every
morning and afternoon).

Record the result of every trial weld on a
Trial Welding Log.

Review the Trial Welding Log for test
frequency and test results, copy and
distribute daily.
Panel Seaming:
As the HDPE installation progresses,
maintain panel-seaming documentation.
Installer is to use HDPE panel layout
drawing to reference panel and weld
location.

Record the result of every trial weld on a
Panel Seaming Log.

Review the Panel Seaming Log for test
frequency and test results, copy and
distribute daily.
Non-Destructive Testing:
Non-Destructively test all welds on the
HDPE. Perform Non-Destructive tests as
indicated in the Plans and Specifications.
Installer is to use HDPE panel layout
drawing to reference panel and test location.

Record the result of HDPE Non-Destructive
testing on HDPE Non-Destructive Testing
Log.

Review the HDPE Non-Destructive Testing
Log for test frequency and test results, copy
and distribute daily.
Destructive Testing:
Perform Destructive tests as indicated in the
Plans and Specifications.
Installer is to use HDPE panel layout
drawing to reference panel and test location.
Passing test criteria is 4 out of 5 coupons.
Tests to be performed at a minimum of every
500 feet of seam.

Record the result of HDPE Destructive
testing on HDPE Destructive Testing Log.

Review the HDPE Destructive Testing Log
for test frequency and test results, copy and
distribute daily.

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

Work Activity/ Specifications Contractor Quality Control Owner Quality Assurance
Damage Repair:
Repair damage to the HDPE indicated by
conditions of materials, or test results.
Installer is to use HDPE panel layout
drawing to reference repairs.

Record the performance of HDPE Repairs on
HDPE Repair Log.

Review the HDPE Repair Log for accuracy
and test results, copy and distribute daily.

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

GEOCOMPOSITE (GEONET)
Work Activity/ Specifications Contractor Quality Control Owner Quality Assurance
Submittals:
Obtain submittals from the manufacturer for
submittal to the Engineer. Do not schedule
delivery of Geocomposite until Engineer has
given written approval of submittals.
Installer is to submit to Engineer a
Geocomposite panel layout to Engineer for
informational purposes. Engineer shall
forward material acceptance to both QA and
QC personnel.

None

None
Material Acceptance:
Collect shipping information on all material
arriving to site for construction of the system.

Confirm that materials meet the
requirements of the Plans and Specifications.
Prepare Material Acceptance Form.
Submit shipping information to QA
Inspector for filing.

Inspect materials arriving to the site.
Confirm that the materials meet the
requirements of the Plans and Specifications.
Countersign Material Acceptance Form.
Attach Material Acceptance Form to Daily
Field Log. Collect and file all shipping
information.
Unloading and Storage:
All material is to be unloaded in a manner
that will not cause damage. Material will be
stored to avoid damage from wind,
precipitation, sun, traffic, etc.…

Observe material unloading and storage
areas.

Observe material unloading and storage
areas.
Geocomposite Placement:
Install Geocomposite in accordance with
Plans and Specifications. Tie seams as
specified.

Observe and record work progress on Daily
Field Log. Observe seam connections
Record the deployment of each panel of
Geocomposite.

Confirm work progress recorded on Daily
Field Log. Countersign Daily Field Log.

Testing / Observation:
Testing is not required. Observe work for
conformance with Plans and Specifications.

Observe work is in compliance with Plans
and Specifications and record on Daily Field
Log.

Confirm work is in compliance with Plans
and Specifications and recorded on Daily
Field Log. Countersign Daily Field Log.
Damage Repair:
Repair Geocomposite in accordance with
Plans and Specifications.

Observe and record damage repair on Daily
Field Log.

Confirm damage repair on Daily Field Log.
Countersign Daily Field Log.

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

SOIL COVER
Work Activity/ Specifications Owner
Preparation:
Soil cover material shall be placed in
accordance with Plans and Specifications.
All underlying materials should be approved
by QC/QA personnel prior to beginning soil
placement.

Verify Geocomposite and all underlying
liners are free from wrinkles, folds etc.…
Verify plan for covering will allow soil to be
pushed ahead in all areas. Verify that all
areas to be covered will be accessible in the
order of soil placement Equipment will not
be allowed directly on Geocomposite
drainage system.
Verify the Geocomposite, GCL and
geomembrane are anchored as specified in
all areas to be able to with stand the forces
applied during soil cover placement.

Placement:
Place soil such that no damage to the
underlying materials will occur.

Inspect all filling operations. Implement
methods to minimize impact to
Geocomposite and underlying liners.
Observe and record details on Soil Cover
Placement Form and Daily Field Log.

Testing / Observation:
Depth testing of soil cover is required. No
compaction testing of soil cover is required.
Observe work for conformance with Plans
and Specifications.
Owner shall provide an acceptable means for
verifying depth, such as surveying or
excavating potholes, or grade stakes.

Observe and record work progress on Soil
Cover Placement Form and Daily Field
Log.
Document that a minimum of 24 inches of
soil cover is placed. Record location and
depth on Soil Cover Placement Form and
Daily Field Log.

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)
100-MIL HDPE GEOMEMBRANE
Work Activity/ Specifications Contractor Quality Control Owner Quality Assurance
Submittals:
Obtain appropriate submittals from the
manufacturer. Do not order HDPE until
Engineer has given approval of submittals.
Installer is to submit to Engineer an HDPE
panel layout to Engineer for informational
purposes. Engineer shall forward material
acceptance to both QA and QC personnel.

None

None
Material Acceptance:
Collect shipping information on all material
arriving on site for construction of the
system.

Confirm that materials meet the
requirements of the Plans and Specifications.
Prepare Material Acceptance Form.
Submit shipping information to QA
Inspector for filing.

Inspect materials arriving to the site.
Confirm that the materials meet the
requirements of the Plans and Specifications.
Countersign Material Acceptance Form.
Attach Material Acceptance Form to Daily
Field Log. Collect and file all shipping
information.
Unloading and Storage:
All material is to be unloaded in a manner
that will not cause damage. Material will be
stored to avoid damage from wind,
precipitation, sun, traffic, etc.…

Observe material unloading and storage
areas.

Observe material unloading and storage
areas.
HDPE Placement:
Install system in accordance with Plans and
Specifications. 100-Mil to be placed over the
anchor trench at 5’ width.

Record work progress in Daily Field Log.

Confirm work progress recorded in Daily
Field Log. Countersign Daily Field Log.

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

APPENDIX B

QA/QC FORMS

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)
MEETING DOCUMENTATION

DATE:
DAILY / WEEKLY / SPECIAL WORK DEFICIENCY REPORT #:
PERSONS IN ATTENDANCE:
NAME ORGANIZATION

WORK ITEMS DISCUSSED (progress review, scheduled work activities, scheduled tests
and inspections, problems, recommendations or action items):

QA INSPECTOR SIGNATURE _________________________________________

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)
DAILY FIELD LOG – PHASE F CONSTRUCTION

REPORT DATE:__________ REPORT #:_________

WEATHER CONDITIONS:
SUN: CLEAR PARTLY CLOUDY CLOUDY

WIND: LIGHT MODERATE HIGH
PRECIPITATION: NONE LT. RAIN/SNOW MED. RAIN/SNOW HEAVY RAIN/SNOW

TEMPERATURE (Deg. F): 20 30 40 50 60 70 80 90 100
H=HIGH L=LOW

CONTRACTOR PERSONNEL, CONTRACTOR EQUIPMENT AND VISITORS ON SITE:
CONTRACTOR PERSONNEL (Number):
SUPERVISORS:_________________________________
OPERATORS:___________________________________
LABORERS:____________________________________
OTHERS:_______________________________________

VISITORS (Name and Affiliation):
_______________________________________________
_______________________________________________
_______________________________________________
_______________________________________________
EQUIPMENT (List):
EARTHMOVING/LINING/MISC.EQUIPMENT:________________________________________________________
_________________________________________________________________________________________________
_________________________________________________________________________________________________

MEETINGS:
DAILY MEETING HELD? YES* / NO
WEEKLY MEETING HELD? YES* / NO
WORK DEFICIENCY MEETING HELD? YES* / NO

*QA Inspector to complete Meeting Documentation form and attach to Daily Field Log.

MATERIAL ARRIVAL:
DID ANY MATERIALS ARRIVE ON SITE? YES* / NO
*QC and QA Inspectors to complete Material Acceptance form and attach to Daily Field Log.

ANCILLARY WORK ACTIVITIES (If work is being performed, describe the area of work):
GEOTEXTILE FABRIC: IS WORK BEING PERFORMED YES / NO Comments:

SOIL PLACEMENT: IS WORK BEING PERFORMED YES / NO Comments:

MAJOR WORK ACTIVITIES (If work is being performed, describe the area of work):
SUBGRADE PREPARATION/ACCEPTANCE: IS WORK BEING PERFORMED YES* / NO

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)
Comments:

* QC Inspector to complete Subgrade Acceptance form, QA Inspector to countersign
GEOSYNTHETIC CLAY LINER (GCL): IS WORK BEING PERFORMED YES* / NO
Comments: HAS SUBGRADE BEEN ACCEPTED YES / NO**

*QC Inspector to record work in GCL Panel Placement Log.
** Stop Work, Inspect and Accept Subgrade.
60 MIL. HDPE: IS WORK BEING PERFORMED YES* / NO
Comments: HAS GCL BEEN INSTALLED & ACCEPTED YES / NO**

*QC Inspector to record work in HDPE Panel Placement Log.
** Stop Work, Inspect and Accept GCL.
GEOCOMPOSITE: IS WORK BEING PERFORMED YES* / NO
Comments: IS TESTING & REPAIR COMPLETE ON HDPE YES / NO**

*QC Inspector to record work in GEOCOMPOSITE Panel
Placement Log.
** Stop Work, Test and Repair HDPE.

HDPE SEAMING/TESTING/REPAIR (If work is being performed, describe the area of work):
TRIAL WELDS: IS WORK BEING PERFORMED YES* / NO Comments:

* QC Inspector to record results in the Trial Weld Log.
PANEL SEAMING: IS WORK BEING PERFORMED YES* / NO Comments:

*QC Inspector to record data in Panel Seaming Log.
DESTRUCTIVE AND NON-DESTRUCTIVE TESTING: IS WORK BEING PERFORMED YES* / NO Comments:

*QC Inspector to record results in the Destructive and Non-Destructive Testing Log.
REPAIRS: IS WORK BEING PERFORMED YES* / NO Comments:

*QC Inspector to record repairs in the Repair Log.

QC INSPECTOR _____________________________ QA INSPECTOR ____________________________

Date _____________________________ Date ____________________________

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)
MATERIAL ACCEPTANCE

DATE: TRUCK #:
REPORT #: TRUCKING CO:
MATERIAL TYPE:

SYNTHETIC MATERIAL
COMPLETE ROLL
NUMBER
BATCH # ROLL SIZE DAMAGE/
REMARKS
1
2
3
4
5
6
7
8
9
10

____________________________ ___________________________
QC INSPECTOR SIGNATURE QA INSPECTOR SIGNATURE

____________________________ ___________________________
DATE DATE

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)
SUBGRADE ACCEPTANCE

DATE: REPORT NUMBER:

AREA OF SUBGRADE BEING ACCEPTED (Describe Fully):

The undersigned, being a representative of the Installer, have viewed the subgrade surface
described below and found it to be an acceptable surface upon which to install HDPE. This
certification is based solely on observations of the surface of the subgrade. No subterranean
inspections or tests have been performed by Installer and Installer makes no representations or
warranties regarding conditions which may exist below the surface of the subgrade.

QC INSPECTOR
SIGNATURE: _____________________________________
DATE: ___________________
TIME: ___________________

QA INSPECTOR
SIGNATURE: _____________________________________
DATE: ___________________
TIME: ___________________

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

GCL PANEL PLACEMENT LOG

DATE PANEL # ROLL # PANEL
LENGTH
PANEL
WIDTH
PANEL LOCATION/COMMENTS

____________________________ ___________________________
QC INSPECTOR SIGNATURE QA INSPECTOR SIGNATURE
____________________________ ___________________________
DATE DATE

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

HDPE PANEL PLACEMENT LOG

DATE PANEL # ROLL # PANEL
LENGTH
PANEL
WIDTH
PANEL LOCATION/COMMENTS

____________________________ ___________________________
QC INSPECTOR SIGNATURE QA INSPECTOR SIGNATURE
____________________________ ___________________________
DATE DATE

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

HDPE TRIAL WELD LOG

DATE/
TIME
AMBIENT
TEMP
QC
INITALS
MACHINE
#
SEAMER
INITALS
EXTRUSION WELDS FUSION WELDS PEEL VALUES
LBS/INCH
SHEAR PASS/
FAIL
COMMENTS
BARREL
TEMP
PREHEAT
TEMP
WEDGE
TEMP
SPEED
SETTING

SET SET SET

___________________________ ___________________________
QC INSPECTOR SIGNATURE QA INSPECTOR SIGNATURE
___________________________ ___________________________
DATE DATE

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)
HDPE PANEL SEAMING LOG

DATE/
TIME
SEAM
#
PANEL
NUMBERS
SEAM
LENGTH
TECH
INITIALS
MACHINE
#
TEMP
SETTING
SPEED OR
PREHEAT
WELDING
DIRECTION
END
BONE
P/F
COMMENTS

____________________________ ___________________________
QC INSPECTOR SIGNATURE QA INSPECTOR SIGNATURE
___________________________ ___________________________
DATE DATE

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)

HDPE NON-DESTRUCTIVE TESTING LOG

DATE/
TIME
SEAM # TESTER
INTIALS
AIR TESTING
PRESSURE TIME
COMPLETE
Y/N
V-BOX
COMPLETE
Y/N
LOCATION/COMMENTS

____________________________ ___________________________
QC INSPECTOR SIGNATURE QA INSPECTOR SIGNATURE
___________________________ ___________________________
DATE DATE

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)
HDPE DESTRUCTIVE TESTING LOG

DATE SAMPLE ID SEAM # MACH. # TECH
INTIALS
PEEL VALUES LBS/INCH PASS/
FAIL
DATE TO LAB PKG
SLIP#
LAB
PASS/
FAIL
LOCATION/COMMENTS

____________________________ ___________________________
QC INSPECTOR SIGNATURE QA INSPECTOR SIGNATURE
___________________________ ___________________________
DATE DATE

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)
HDPE REPAIR LOG

FIELD
SEAM #
PANEL
#
REPAIR
DATE
REPAIR
CREW
MACHINE
#
TEST
DATE
TEST
CREW
TEST
P/F
COMMENTS/PANEL LOCATION

____________________________ ___________________________
QC INSPECTOR SIGNATURE QA INSPECTOR SIGNATURE
___________________________ ___________________________
DATE DATE

TRANS-JORDAN CITIES Phase E Cover QA/QC (Bid)
GEOCOMPOSITE PANEL PLACEMENT LOG

DATE PANEL # ROLL # PANEL
LENGTH
PANEL
WIDTH
COMMENTS/PANEL LOCATION

____________________________ ___________________________
QC INSPECTOR SIGNATURE QA INSPECTOR SIGNATURE
___________________________ ___________________________
DATE DATE

TRANS-JORDAN CITIES Phase E Cover QA/QC

PROBLEM IDENTIFICATION/CORRECTIVE ACTION REPORT
(Page 1/2)

DATE:
REPORT NUMBER:_______________________

PROBLEM (detailed description):

PROBLEM LOCATION/CAUSE/ WHEN NOTICED/TIME OF EXISTANCE:

SUGGESTED CORRECTIVE MEASURE:

____________________________
QA INSPECTOR SIGNATURE
___________________________
DATE

TRANS-JORDAN CITIES Phase E Cover QA/QC

PROBLEM IDENTIFICATION/CORRECTIVE
ACTION REPORT
(Page 2/2)

PROBLEM REQUIRES WORK TO STOP: YES / NO

CORRECTIVE MEASURE:

____________________________
ENGINEER SIGNATURE

DOCUMENTATION OF PROBLEM RESOLUTION:

___________________________
QA INSPECTOR SIGNATURE

TRANS-JORDAN CITIES Phase E Cover QA/QC

SOIL COVER INSPECTION

DATE: ________________ REPORT NO.: __________________

APPROXIMATE AREA COVER WAS PLACED: ____________________________
________________________________________________________________________
DEPTH MONITORED?: ( YES / NO )
If “YES” describe method used:
________________________________________________________________________
________________________________________________________________________
If “NO” describe future action to be performed:
________________________________________________________________________
________________________________________________________________________
DAMAGE TO GEONET OBSERVED? ( YES / NO ):
If “YES” describe corrective action performed:
________________________________________________________________________
________________________________________________________________________
DEPTH CHECKED BY POT-HOLES? ( YES / NO ):
If “YES” Please document

LOCATION DEPTH

If pot-hole depths do not meet requirements describe corrective action performed:
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
____________________________
OWNER SIGNATURE
____________________________
1 | Page
SECTION 1.3 - PROPOSAL
1.3.1 MATERIAL SUPPLY

A Contractor must provide all of the items listed below. Contracts will be awarded to the lowest qualified bidder.

ITEM
NO.

UNITS

APPROX.
QUANTITY

DESCRIPTION

UNIT BID
PRICE
(dollars, cents)

TOTAL
AMOUNT
(dollars, cents)

EARLIEST
DELIVERY
DATE

1

ft2

675,000

GCL Material

2

ft2

675,500

60-mil HDPE Liner
(White, Textured)

3

ft2

282,000

Drain Net -
Geocomposite2

4

ft 2,100

100-mil. Protective
HDPE Edge (5' wide)

5 ft2 420,000 6 oz Geofabric

6

$

Sales Tax1

7

$

MATERIAL SUBTOTAL

1 See tax information in section 2.6.10 Taxes.
2 28,000 sq ft of Geocomposite currently onsite.

2 | Page
1.3.2 MATERIAL INSTALLATION

A Contractor must bid the installation of all of the items listed below. Contracts will be awarded to the lowest qualified bidder
with the earliest completion date for all items. Bid each item based on the delivery schedule found in Section 1.2.14.

ITEM
NO.

UNITS

APPROX.
QUANTITY

DESCRIPTION

UNIT BID
PRICE
(dollars, cents)

TOTAL
AMOUNT
(dollars, cents)

EARLIEST
INSTALLATION
DATE

8

ft2 675,000

GCL Material

9

ft2 675,000

60-mil HDPE Liner
(White, Textured))

10

ft2 310,000

Drain Net-
Geocomposite

11

ft 2,100

100-mil Protective
Edge (5' wide)

12 ft2 420,000 6 oz Geofabric

13 ft 2,100 Anchor Trench

14

$

Sales Tax1

15 $ INSTALLATION
SUBTOTAL

TOTAL BID PRICE (Material subtotal plus Installation subtotal) $______________________________________________

TOTAL BID PRICE IN WRITTEN WORDS $___________________________________________________________________

Material Delivery Schedule attached?__________ Tentative Work Schedule attached?_____________

Copy of current Business License? _____________ List of proposed subcontractors? _______________

If incorporated, the following information must be given:

Name ______________________________________ State Chartered Under_______________

By__________________________________________ Address_____________________________________

____________________________________________ ____________________________________________
Name of President
If Partnership, names of partners must be listed:
____________________________________________
Name of Secretary ____________________________________________

____________________________________________ _____________________________________________
Name of Treasurer

Addendum #1 to Request for BID #24-01
FURNISH AND/OR INSTALL GEOSYNTHETIC CLAY LINER (GCL), HDPE MEMBRANE,
ANCHOR TRENCH, AND GEOCOMPOSITE FOR CELL 6C LINER

The following section answers questions received. No changes to bid documents nor drawings have been made.
Q: What is the required bid bond %? 5,10,15
A: No bid bond is required.
Page 3, Section 1.2.03 Proposal Guarantee states Not required for this contract.
Page 9, Section 1.5 Proposal Guaranty states (Not Required for this contract)
Q: Will material conformance testing be required? If so, who will pay for the testing?
A: No, submittals will be turned into our engineer and approved if it meets manufacture specs.

Q: Need clarification on the 60mil HDPE – Bid Form states White geomembrane but in section 4.4.01
item b. states “The geomembrane shall be 60 mil in thickness and have textured surfaces on both
sides and may be white or black.”
A: White textured HDPE.

Q: Will the owner be responsible for all third-party laboratory testing for geosynthetic materials?
A: Owner will have a 3rd party QA overseeing the contractor QC. No 3rd party testing.

Q: Since the bid form is broken out into a separate Material Supply bid form and a separate
Installation bid form, is there the possibility that the geosynthetic contractor could be awarded one
but not the other?
A: No, this is one bid for “supply and install”

Q: Will the geosynthetic contractor be required to excavate and backfill the anchor trench?
A: Yes, that is the intent.

Q: For the Tax section – the way we understand it is the owner is exempt but we should still include
taxes?
A: Correct, because we are not installing ourselves our tax code limits the tax exemption for projects
like this.

Q: Where does the 100 Mil HDPE go?
A: The 100 Mil HDPE Liner goes on top of the anchor trench straddling the flat section of liner edge.
See drawing below. This is to facilitate liner exposure for later tie in from top liner.

Q: Specs for 6oz geotextile:
A: Mirafi S600 or approved equal
See below:

Mechanical Properties Test
Method Unit
MARV
MD CD
Grab Tensile Strength ASTM
D4632 lbs (N) 170
(757)
170
(757)
Grab Tensile Elongation ASTM
D4632 % 50 50
Trapezoidal Tear Strength ASTM
D4533 lbs (N) 70
(312)
70
(312)
CBR Puncture Strength ASTM
D6241 lbs (N) 450 (2003)
Thickness ASTM
D5199 mils (mm) 80 (2.0)
Minimum Roll Value
Permittivity ASTM
D4491 sec -1 1.5
Permeability ASTM
D4491 cm/sec 0.4
Flow Rate ASTM
D4491
gal/min/ft2
(l/min/m2) 110 (4481)
Maximum Opening Size
Apparent Opening Size (AOS) ASTM
D4751 U.S. Sieve (mm) 80 (0.18)
Minimum Test Value
UV Resistance (@500 hrs) ASTM
D4355
% Strength
retained 80
Physical Properties MARV
Weight ASTM
D5261 oz/yd2 (g/m2) 6.0 (203)

Acknowledgment of receipt of
ADDENDUM #1 for BID #24-01

I/We acknowledge receipt of addendum #1 to Trans-Jordan Cities BID #24-01

FURNISH AND/OR INSTALL GEOSYNTHETIC CLAY LINER (GCL), HDPE MEMBRANE,
ANCHOR TRENCH, AND GEOCOMPOSITE FOR CELL 6C LINER

Date: ______________________________________________
Name: ______________________________________________
Company Representing: ______________________________________________

Acknowledgment of this Addendum must be returned to Brenda Bingham at
[e-mail] AND submitted in your final bid package

Addendum #2 to Request for BID #24-01
FURNISH AND/OR INSTALL GEOSYNTHETIC CLAY LINER (GCL), HDPE MEMBRANE,
ANCHOR TRENCH, AND GEOCOMPOSITE FOR CELL 6C LINER
1.2.01 RECEIPT AND OPENING OF BIDS
From: Trans-Jordan Cities (hereinafter called the Owner) invites bids on the forms to be obtained from Trans-Jordan Landfill, 10473
S. Bacchus Hwy (U-111), South Jordan, Utah 84009, until Wednesday, July 3, 2024 at which time the proposals will be opened
and read in the TRANS-JORDAN LANDFILL CONFERENCE ROOM, commencing at 2:00 P.M.
To: Trans-Jordan Cities (hereinafter called the Owner) invites bids on the forms to be obtained from Trans-Jordan Landfill, 10473
S. Bacchus Hwy (U-111), South Jordan, Utah 84009, until Tuesday, July 9, 2024 at which time the proposals will be opened
and read in the TRANS-JORDAN LANDFILL CONFERENCE ROOM, commencing at 2:00 P.M.
1.3.1 MATERIAL SUPPLY
From:
ITEM
NO. UNITS APPROX.
QUANTITY DESCRIPTION UNIT BID PRICE
(dollars, cents)
TOTAL AMOUNT
(dollars, cents)
EARLIEST
DELIVERY DATE
3 ft2 272,000 Drain Net -Geocomposite2

To:
ITEM
NO. UNITS APPROX.
QUANTITY DESCRIPTION UNIT BID PRICE
(dollars, cents)
TOTAL AMOUNT
(dollars, cents)
EARLIEST
DELIVERY DATE
3 ft2 282,000 Drain Net -Geocomposite2

1.3.2 MATERIAL INSTALLATION
From:
ITEM
NO.
UNITS APPROX.
QUANTITY DESCRIPTION UNIT BID PRICE
(dollars, cents)
TOTAL AMOUNT
(dollars, cents)
EARLIEST
INSTALLATION DATE
10 ft2 300,000 Drain Net-Geocomposite

To:
ITEM
NO.
UNITS APPROX.
QUANTITY DESCRIPTION UNIT BID PRICE
(dollars, cents)
TOTAL AMOUNT
(dollars, cents)
EARLIEST
INSTALLATION DATE
10 ft2 310,000 Drain Net-Geocomposite

UPDATED DRAWINGS

A revised set of drawings is attached and shall be the official set of drawings for the bid / project.

UPDATED BID FORMS

The bid forms have been updated with the above-mentioned quantities. The revised bid forms must be used as part of
a submitted bid package.

Acknowledgment of receipt of
ADDENDUM #2 for BID #24-01

I/We acknowledge receipt of addendum #2 to Trans-Jordan Cities BID #24-01

FURNISH AND/OR INSTALL GEOSYNTHETIC CLAY LINER (GCL), HDPE MEMBRANE,
ANCHOR TRENCH, AND GEOCOMPOSITE FOR CELL 6C LINER

Date: ______________________________________________
Name: ______________________________________________
Company Representing: ______________________________________________

Acknowledgment of this Addendum must be returned to Brenda Bingham at [e-mail]
AND submitted in your final bid package

Trans-Jordan
Landfill
SR-48

(
N
E
W

B
I
N
G
H
A
M

H
W
Y
)
U-
1
1
1
1
A
B
2 3
C
4
SHEET TITLE
1
ISSUE:
MARK DESCRIPTIONDATE
21 3 4
A
C
CELL 6C LINER INSTALLATION
TITLE
B
SHEET
TRANS-JORDAN LANDFILL
CELL 6C LINER INSTALLATION
DRAWING LEGEND
1 TITLE SHEET
2 GENERAL ARRANGEMENT
3 PLAN VIEW
4 ELEVATION VIEWS
5 LINER DETAILS
6 LINER DETAILS (2)
SITE LOCATION MAP
SITE VICINITY MAP
ISSUE
D
FOR B
I
D
DRAFT03/13/24
BID SET06/11/24
BID ADDENDUM06/28/24
Cell 6a
ACTIVE LANDFILL
(CELL 5)
CE
L
L

6
b
LE
A
C
H
A
T
E
PO
N
D
PUBLIC
CONVENIENCE
CENTER
PUBLIC
CONVENIENCE
CENTER
SCALES/
SCALEHOUSE
OFFICE/
SHOP
GREEN
WASTE
U
-
1
1
1
SITE
ENTRANCE
GRAINGER
ELECTRIC
Cell 6c
Cell 6b
LEACHATE SUMP
RISER PIPES(BY OTHERS)
LEACHATE VAULT(BY OTHERS)
LEACHATE SUMP, DOUBLE LINED
(EARTHWORK PROVIDED BY OWNER)
1
A
B
2 3
C
4
SHEET TITLE
2
ISSUE:
21 3 4
A
C
CELL 6C LINER INSTALLATION
GENERAL
B
ARRANGEMENT0
SCALE IN FEET
50 100 200 400
BUILDING PERMIETER
ROADS/PARKING (PAVED)
PROPERTY BOUNDARY
CELL 6C LINER (PROPOSED)
MARK DESCRIPTIONDATE
ISSUE
D
FOR B
I
D
DRAFT03/13/24
BID SET06/11/24
BID ADDENDUM06/28/24
CELL 6C DRAIN NET LIMITS
Cell 6a
ACTIVE LANDFILL
(CELL 5)
CE
L
L

6
b
LE
A
C
H
A
T
E
PO
N
D
S-B
4
Cell 6c
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20
+
0
0
21
+
0
0
22
+
0
0
22
+
3
3
S-A
4
Cell 6b
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50
B
P
:

2
0
+
0
0
.
0
0
EP
:

2
8
+
5
0
.
0
0
LEACHATE SUMP
RISER PIPES
(BY OTHERS)
LEACHATE VAULT
(BY OTHERS)
30
+
0
0
31
+
0
0
32
+
0
0
S-A
4
S-C
4
D-1
5
D-2
5
D-1
5
D-4
5
LEACHATE SUMP, DOUBLE LINED
(EARTHWORK PROVIDED BY OWNER)
1
A
B
2 3
C
4
SHEET TITLE
3
ISSUE:
21 3 4
A
C
CELL 6C LINER INSTALLATION
SITE
B
PLAN0
SCALE IN FEET
20 40 80 160
PROPERTY BOUNDARY
CELL 6C LINER LIMITS
MARK DESCRIPTIONDATE
ISSUE
D
FOR B
I
D
DRAFT03/13/24
BID SET06/11/24
CELL 6C DRAIN NET LIMITS
BID ADDENDUM06/28/24
4900
5000
5100
5200
4900
5000
5100
5200
4900
5000
5100
5200
4900
5000
5100
5200
2.5
1
2.5
1D-4
5
D-4
5 D-4
5
D-2
5
CELL 6b
LEACHATE
POND
S-A
3
ELEVATION VIEW:SECTION A
SCALE: 1" = 60'
S-B
3
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
D-4
5
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
ELEVATION VIEW:SECTION B
SCALE: 1" = 60'
4950
5000
4950
5000
31+00
S-C
3
ELEVATION VIEW:SECTION C
HORIZ. SCALE: 1" = 60'
VERT SCALE: 1" = 20'
D-2
5
D-6
6
1
A
B
2 3
C
4
SHEET TITLE
4
ISSUE:
21 3 4
A
C
CELL 6C LINER INSTALLATION
ELEVATION
B
VIEWS
MARK DESCRIPTIONDATE
0
SCALE IN FEET
15 30 60 120
ISSUE
D
FOR B
I
D
DRAFT03/13/24
BID SET06/11/24
BID ADDENDUM06/28/24
REINFORCED
1
TEXTURED HDPE
60 MIL
~2.5
DRAIN NET
G.C.L.
SCREENED
12"
SOIL
SELECT
12"
SITE SOIL
2.5
1
2'
2'
3'
60 MIL TEXTURED HDPE
REINFORCED G.C.L.
CELL LINING
DETAIL D-5
4
NOT TO SCALE
NOT TO SCALE
2'
MIN
CELL 6B G.C.L REINFORCED G.C.L.
CELL 6C 60 MIL
60 MIL TEXTURED
DRAIN NET
(EXISTING)
TEXTURED HDPE
CELL 6C
CELL 6B
WELD
DETAIL D-3
5LINER SPLICE
NOT TO SCALE
(SEE NOTE 1)
ANCHOR TRENCH
DETAIL D-4
3,4
SELECT SITE SOILS
6 OZ. NON-WOVEN
GEOTEXTILE
(ALL SIDE SLOPES)
6 OZ. NON-WOVEN
GEOTEXTILE
(ALL SIDE SLOPES)G.C.L. (REINFORCED)
REINFORCED G.C.L.
60 MIL TEXTURED HDPE
DIKE REMOVED
2% SLOPE
LOWER GCL (CELL #6a)
(CELL #6B)
(CELL #6B)
60 MIL TEXTURED HDPE
G.C.L. (REINFORCED)
OF EXISTING
RECLAMATION
SECTION D-2
3
DIKE (CELL #6C)
NOT TO SCALE
DRAIN NET
DETAIL D-1
3
60 MIL TEXTURED HDPE
(CELL 6B EXISTING)
NOT TO SCALE
CUT & TIE IN
6 OZ. NON-WOVEN
GEOFABRIC
(ALL SIDE SLOPES)
SLOPE TIE-IN
CELL 6B/6C
24" SELECT
SITE SOILS
CELL 6B
EXISTING LINER
& ANCHOR
(CELL 6b EXISTING)
REINFORCED G.C.L.
CELL 6C
NEW LINER
HDPE (EXISTING)
4
BY OWNER 3
6
5
2
2
21
(SEE D-3, SH-5)
MIRROR ON NORTH SIDE OF CELL 6c
MIRROR ON NORTH SIDE OF CELL 6C
ABANDON IN PLACE
4 LINER TIE-IN
7
1
A
B
2 3
C
4
SHEET TITLE
5
ISSUE:
21 3 4
A
C
CELL 6C LINER INSTALLATION
LINER
B
DETAILS
MARK DESCRIPTIONDATE
NOTES:
1.OWNER TO REMOVE SOIL PRIOR TO CELL 6C LINER
INSTALLATION. OWNER WILL EXPOSE CELL 6B
LINER.
2. SOIL PLACEMENT BY OWNER
3.EXISTING DIKE SOIL TO BE REMOVED BY OWNER.
CONTRACTOR TO SCHEDULE WITH OWNER IN
ORDER TO COORDINATE LINER INSTALLATION
WITH DIKE REMOVAL.
4.CONTRACTOR TO LOCATE EXISTING COMPOSITE
LINER, CUT FROM TOP ANCHOR TRENCH, LAY
BACK THEN TIE INTO NEWLY INSTALLED
REINFORCED G.C.L. AND WELD TO NEW 60-MIL
HDPE.
5.CUT EXISTING LINER COMPONENTS AND
SHINGLE/SPLICE NEW LINER COMPONENTS WITH
OLD LINER ON TOP
6.EXTEND NEW DRAIN NET ACROSS FLOOR OF OLD
POND AND CONNECT TO EXISTING DRAIN NET ON
WEST SIDE OF OLD POND.
7.SELECT SOILS TO BE PLACED IN TRENCH BY
OWNER. CONTRACTOR SHALL SANDBAG AS
TEMPORARY ANCHOR AND COORDINATE
PLACEMENT OF SOILS WITH OWNER.
ISSUE
D
FOR B
I
D
DRAFT03/13/24
BID SET06/11/24
BID ADDENDUM06/28/24
2.5
12% SLOPE
2.5
1
NOT TO SCALE
5' MIN 2% SLOPE
DRAIN NET
UPPER G.C.L. (REINFORCED)
PRIMARY 60 MIL TEXTURED HDPE
LOWER G.C.L. (REINFORCED)
SECONDARY 60 MIL TEXTURED HDPE
CONTRACTOR PROPOSE ANCHOR
FOR SECONDARY HDPE AND GCL
ON SIDE SLOPES
LOW POINT
20' +
6 OZ. GEOTEXTILE
(SIDE SLOPES)
5' MIN 5' MIN
DRAIN NET
UPPER G.C.L. (REINFORCED)
PRIMARY 60 MIL TEXTURED HDPE
LOWER G.C.L. (REINFORCED)
SECONDARY 60 MIL TEXTURED HDPE
12' +
2.5
1
2.5
1
DOUBLE-LINED
CELL #6C SUMP
DETAIL D-6
4
1
A
B
2 3
C
4
SHEET TITLE
6
ISSUE:
21 3 4
A
C
CELL 6C LINER INSTALLATION
LINER
B
DETAILS (2)
MARK DESCRIPTIONDATE
ISSUE
D
FOR B
I
D
DRAFT03/13/24
BID SET06/11/24
BID ADDENDUM06/28/24

APPENDIX B 

SKAPS Industries (Nonwoven Division)
335 Athena Drive
Athens, GA 30601 (U.S.A.)
Phone [phone] Fax [phone]
E-mail: [e-mail]
Texas Environmental Plastics, Ltd.
29089 Robinson Road
29089 Robinson Road
PO : 202430
ASTM D 5261 oz/sy (g/m2)6.00 (203)
ASTM D 5199 mils (mm)85 (2.16)
ASTM D 4632 lbs (kN)160 (0.71)
ASTM D 4632 %50
ASTM D 4533 lbs (kN)65 (0.29)
ASTM D 6241 lbs (kN) 450 (2.00)
ASTM D 4491 sec-1 1.63
ASTM D 4491 cm/sec 0.48
ASTM D 4491 gpm/ft2(l/min/m2)125 (5093)
ASTM D 4751 US Sieve (mm)70 (0.21)
ASTM D 4355 %/hrs 70/500
Notes:
* At the time of manufacturing. Handling may change these properties.
KOUROSH SABZEVARI
QUALITY CONTROL MANAGER
M.A.R.V.
Minimum Average Roll Value
Weight
Thickness*
Grab Tensile
Dear Sir/Madam:
UV Resistance
Trapezoidal Tear
AOS*
August 1, 2024
Permeability*
This is to certify that SKAPS GE160 is a high quality needle-punched nonwoven geotextile made of
100%polypropylene staple fibers, randomly networked to form a high strength dimensionally stable
fabric. SKAPS GE160 resists ultraviolet deterioration, rotting, biological degradation. The fabric is
inert to commonly encountered soil chemicals. Polypropylene is stable within a pH range of 2 to 13.
SKAPS GE160 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS
www.skaps.com
Permittivity*
Water Flow*
CBR Puncture
Grab Elongation
Product : GE160-180
PO : 202430
ROLL #ROLL ROLL WEIGHT THICKNESS MD TENSILE MD ELONG XMD TENSILE XMD ELONG MD TRAP XMD TRAP CBR PUNCTURE AOS WATER FLOW PERMEABILITY PERMITTIVITY
ASTM METHOD WIDTH LENGTH D5261 D5199 D4632 D4632 D4632 D4632 D4533 D4533 D6241 D4751 D4491 D4491 D4491
UNITS INCHES FEET oz/sq yd (mils)lbs.%lbs %lbs.lbs lbs.US Sieve gpm/ft2 cm/sec sec-1
TARGET 6.00 85 160 50 160 50 65 65 450 70 125 0.48 1.63
82074.1 180 900 6.57 110 166 75 173 79 80 90 476 70 136 0.51 1.82
82074.2 180 900 6.57 110 166 75 173 79 80 90 476 70 136 0.51 1.82
82074.3 180 900 6.57 110 166 75 173 79 80 90 476 70 136 0.51 1.82
82074.4 180 900 6.57 110 166 75 173 79 80 90 476 70 136 0.51 1.82
82074.5 180 900 6.31 112 164 65 177 80 80 90 476 70 136 0.51 1.82
82074.6 180 900 6.31 112 164 65 177 80 80 90 476 70 136 0.51 1.82
82074.7 180 900 6.31 112 164 65 177 80 80 90 476 70 136 0.51 1.82
82074.8 180 900 6.31 112 164 65 177 80 80 90 476 70 136 0.51 1.82
82074.9 180 900 6.31 112 164 65 177 80 80 90 476 70 136 0.51 1.82
82074.10 180 900 6.51 108 170 67 180 75 79 82 481 70 136 0.51 1.82
82074.11 180 900 6.51 108 170 67 180 75 79 82 481 70 136 0.51 1.82
82074.12 180 900 6.51 108 170 67 180 75 79 82 481 70 136 0.51 1.82
82074.13 180 900 6.51 108 170 67 180 75 79 82 481 70 136 0.51 1.82
82074.14 180 900 6.51 108 170 67 180 75 79 82 481 70 136 0.51 1.82
82074.15 180 900 6.21 111 164 75 170 83 79 82 481 70 136 0.51 1.82
82074.16 180 900 6.21 111 164 75 170 83 79 82 481 70 136 0.51 1.82
82074.17 180 900 6.21 111 164 75 170 83 79 82 481 70 136 0.51 1.82
82074.18 180 900 6.21 111 164 75 170 83 79 82 481 70 136 0.51 1.82
82074.19 180 900 6.21 111 164 75 170 83 79 82 481 70 136 0.51 1.82
82074.20 180 900 6.27 112 168 71 178 81 72 85 477 70 136 0.51 1.82
82074.21 180 900 6.27 112 168 71 178 81 72 85 477 70 136 0.51 1.82
82074.22 180 900 6.27 112 168 71 178 81 72 85 477 70 136 0.51 1.82
82074.23 180 900 6.27 112 168 71 178 81 72 85 477 70 136 0.51 1.82
82074.24 180 900 6.27 112 168 71 178 81 72 85 477 70 136 0.51 1.82
82074.25 180 900 6.56 110 170 69 175 75 72 85 477 70 136 0.51 1.82
82074.26 180 900 6.56 110 170 69 175 75 72 85 477 70 136 0.51 1.82
82074.27 180 900 6.56 110 170 69 175 75 72 85 477 70 136 0.51 1.8282074.28 180 900 6.56 110 170 69 175 75 72 85 477 70 136 0.51 1.82
82074.29 180 900 6.56 110 170 69 175 75 72 85 477 70 136 0.51 1.82
82074.30 180 900 6.40 108 161 73 173 84 80 89 481 70 136 0.51 1.82
82074.31 180 900 6.40 108 161 73 173 84 80 89 481 70 136 0.51 1.82
82074.32 180 900 6.40 108 161 73 173 84 80 89 481 70 136 0.51 1.8282074.33 180 900 6.40 108 161 73 173 84 80 89 481 70 136 0.51 1.82
82074.34 180 900 6.40 108 161 73 173 84 80 89 481 70 136 0.51 1.82
82074.35 180 900 6.46 112 163 70 180 80 80 89 481 70 136 0.51 1.82
* All value are MARV.APPROVED

365 South Holland Drive Pendergrass, GA 30567
Tel [phone] www.tencategeo.us

Solmax is not a design or engineering professional and has not performed any such design services to
determine if Solmax’s goods comply with any project plans or specifications, or with the application
or use of Solmax’s goods to any particular system, project, purpose, installation, or specification.

FGS000379 ETQR26

MECHANICAL PROPERTIES TEST METHOD UNIT MINIMUM AVERAGE ROLL VALUE
MD CD
Grab Tensile Strength ASTM D4632 lbs (N) 170 (757) 170 (757)
Grab Tensile Elongation ASTM D4632 % 50 50
Trapezoid Tear Strength ASTM D4533 lbs (N) 70 (312) 70 (312)
CBR Puncture Strength ASTM D6241 lbs (N) 450 (2003)
Thickness ASTM D5199 mils (mm) 80 (2.0)

MINIMUM ROLL VALUE
Permittivity ASTM D4491 sec-1 1.5
Permeability ASTM D4491 cm/sec 0.40
Flow Rate ASTM D4491 gal/min/ft2 (l/min/m2) 110 (4481)

MAXIMUM OPENING SIZE
Apparent Opening Size (AOS) ASTM D4751 U.S. Sieve (mm) 80 (0.18)

MINIMUM TEST VALUE
UV Resistance (@ 500 hrs) ASTM D4355 % strength retained 80

PHYSICAL PROPERTIES UNIT MINIMUM AVERAGE ROLL VALUE
Weight ASTM D5261 oz/yd2 (g/m2) 6.0 (203)

ROLL SIZE
Roll Dimensions (width x length) Ft (m) 15 x 300 (4.5 x 91)
Roll Area yd2 (m2) 500 (418)
Roll Weight lb (kg) 203 (92)

MIRAFI S600

MIRAFI® S600 is a needlepunched nonwoven geotextile composed of polypropylene fibers, which are formed into a stable network such
that the fibers retain their relative position. MIRAFI S600 is inert to biological degradation and resists naturally encountered chemicals,
alkalis, and acids.
TenCate Geosynthetics Americas (A Solmax Company) is accredited by Geosynthetic Accreditation Institute – Laboratory Accreditation
Program (GAI-LAP).
MIRAFI S600 meets Build America, Buy America Act, Pub. L. No. 117-58, div. G §§ 70901-52.

Bentoliner 0.75 lbs/ft² - 3.66 kg/m², NW, Peel 35
TECHNICAL DATA SHEET
PROPERTY(1)TEST METHOD FREQUENCY UNIT 1130005-60158-1
Imperial
SPECIFICATIONS
GEOTEXTILE PROPERTY
Cap Layer
Cap Mass per Unit area
Carrier Layer
Carrier Mass per Unit Area
-
ASTM D5261
-
ASTM D5261
-
200,000 ft²
200,000 ft²
oz/yd²
oz/yd²
Nonwoven
6
Scrim Nonwoven
6
BENTONITE PROPERTY
Swell Index (min.)
Moisture Content (max.)
Fluid Loss (max.)
-
ASTM D5890
ASTM D4643
ASTM D5891
-
100,000 lb
100,000 lb
100,000 lb
ml/2 g
%
ml
24
12
18
FINISHED GCL PROPERTY
Bentonite Mass (0% moisture)
Moisture Content (Max.)
Finished Good Mass (0% moisture)
Tensile Strength MD (min. avg.)
Peel Strength (min.avg.)
Hydraulic Conductivity (max.)
Index Flux
Effective Confining Stress (max.)
-
ASTM D5993
ASTM D5993
ASTM D5993
ASTM D6768
ASTM D6496
ASTM D5887
ASTM D5887
-
40,000 ft²
40,000 ft²
40,000 ft²
40,000 ft²
40,000 ft²
270,000 ft²
270,000 ft²
lbs/ft²
%
lbs/ft²
lbf/in
lbf/in
cm/s
m³/m²/sec
lbs/in²
0.75
12
0.81
45
5.3
5x10⁻⁹
1x10⁻⁸
5
SUPPLY SPECIFICATIONS(Roll dimensions may vary ±1%)
Roll Dimension - Width -ft 15.5
Roll Dimension - Length -ft 200
Area (Surface/Roll)-ft²3100
* The information contained herein is provided for reference purposes only and is not intended as a warranty or guarantee. Final determination of
suitability for use contemplated is the sole responsibility of the user. SOLMAX assumes no liability in connection with the use of this information.
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or
specifications, or with the application or use of Solmax's goods to any particular system, project, purpose, installation or specification.
NOTES
24-Jun-2024Revision date
SOLMAX.COMPage 1 of 1
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TOP LAYER 1 BOTTOM LAYER 1
Product Code : 1130005-
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Bentoliner 0.75 lbs/ft² - 3.66 kg/m², NW, Peel
35
0242-419772 2024-06-25 1062124A 2027852543 2027864520
0242-419773 2024-06-25 1062124A 2027852543 2027864520
0242-419774 2024-06-25 1062124A 2027852543 2027864520
0242-421664 2024-07-19 1071524A 2027875769 2027883486
0242-425610 2024-09-12 1090524B 2027913217 2027929761
0242-425611 2024-09-12 1090524B 2027913217 2027929761
0242-425612 2024-09-12 1090524B 2027913217 2027929761
0242-425613 2024-09-12 1090524B 2027913217 2027929761
0242-425614 2024-09-12 1090524B 2027913217 2027929761
0242-425615 2024-09-12 1090524C 2027913217 2027929101
0242-425616 2024-09-12 1090524C 2027913217 2027929101
0242-425617 2024-09-12 1090524C 2027913217 2027929101
0242-425618 2024-09-12 1090524C 2027913217 2027929101
0242-425619 2024-09-12 1090524C 2027913217 2027929102
0242-425620 2024-09-12 1090524C 2027913217 2027929102
0242-425621 2024-09-12 1090524C 2027913217 2027929102
0242-425622 2024-09-12 1090524C 2027913216 2027929102
0242-425623 2024-09-12 1090524C 2027913216 2027929102
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0242-425625 2024-09-12 1090524C 2027913216 2027929102
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19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
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Solmax's goods to any particular system, project, purpose, installation or specification.
The GCL supplied to this project has been continuously inspected for the presence of needles and is certified to be needle free.
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0242-425629 2024-09-12 1090524C 2027913216 2027929102
0242-425630 2024-09-13 1090524C 2027913216 2027929102
0242-425631 2024-09-13 1090524C 2027913216 2027929104
0242-425632 2024-09-13 1090524C 2027913216 2027929104
0242-425633 2024-09-13 1090524C 2027913216 2027929104
0242-425634 2024-09-13 1090524C 2027913218 2027929104
0242-425635 2024-09-13 1090524C 2027913218 2027929104
0242-425636 2024-09-13 1090524C 2027913218 2027929104
0242-425637 2024-09-13 1090524C 2027913218 2027929104
0242-425638 2024-09-13 1090524C 2027913218 2027929104
0242-425639 2024-09-13 1090524D 2027913218 2027929104
0242-425640 2024-09-13 1090524D 2027913218 2027929104
0242-425641 2024-09-13 1090524D 2027913218 2027929104
0242-425642 2024-09-13 1090524D 2027913218 2027929099
0242-425643 2024-09-13 1090524D 2027913218 2027929099
0242-425644 2024-09-13 1090524D 2027913218 2027929099
0242-425645 2024-09-13 1090524D 2027913218 2027929099
0242-425646 2024-09-13 1090524D 2027913215 2027929099
0242-425647 2024-09-13 1090524D 2027913215 2027929099
0242-425648 2024-09-13 1090524D 2027913215 2027929099
0242-425649 2024-09-13 1090524D 2027913215 2027929099
0242-425650 2024-09-13 1090524D 2027913215 2027929099
0242-425651 2024-09-13 1090524D 2027913215 2027929099
0242-425652 2024-09-13 1090524D 2027913215 2027929099
0242-425653 2024-09-13 1090524D 2027913215 2027929099
0242-425654 2024-09-13 1090524D 2027913215 2027928577
0242-425655 2024-09-13 1090524D 2027913215 2027928577
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0242-425656 2024-09-13 1090524D 2027913215 2027928577
0242-425657 2024-09-13 1090524D 2027913215 2027928577
0242-425658 2024-09-13 1090524D 2027913224 2027928577
0242-425659 2024-09-13 1090524D 2027913224 2027928577
0242-425660 2024-09-13 1090524D 2027913224 2027928577
0242-425661 2024-09-13 1090524D 2027913224 2027928577
0242-425662 2024-09-13 1090624A 2027913224 2027928577
0242-425663 2024-09-13 1090624A 2027913224 2027928577
0242-425664 2024-09-16 1090624A 2027913224 2027928577
0242-425665 2024-09-16 1090624A 2027913224 2027928577
0242-425666 2024-09-16 1090624A 2027913224 2027929100
0242-425667 2024-09-16 1090624A 2027913224 2027929100
0242-425668 2024-09-16 1090624A 2027913224 2027929100
0242-425669 2024-09-16 1090624A 2027913224 2027929100
0242-425670 2024-09-16 1090624A 2027913224 2027929100
0242-425671 2024-09-16 1090624A 2027913223 2027929100
0242-425672 2024-09-16 1090624A 2027913223 2027929100
0242-425673 2024-09-16 1090624A 2027913223 2027929100
0242-425674 2024-09-16 1090624A 2027913223 2027929100
0242-425675 2024-09-16 1090624A 2027913223 2027929100
0242-425676 2024-09-16 1090624A 2027913223 2027929100
0242-425677 2024-09-16 1090624A 2027913223 2027929100
0242-425678 2024-09-16 1090624A 2027913223 2027929106
0242-425679 2024-09-16 1090624A 2027913223 2027929106
0242-425680 2024-09-16 1090624A 2027913223 2027929106
0242-425681 2024-09-16 1090624A 2027913223 2027929106
0242-425682 2024-09-16 1090624B 2027913223 2027929106
0242-425683 2024-09-16 1090624B 2027913221 2027929106
0242-425684 2024-09-16 1090624B 2027913221 2027929106
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
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Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
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0242-425685 2024-09-16 1090624B 2027913221 2027929106
0242-425686 2024-09-16 1090624B 2027913221 2027929106
0242-425687 2024-09-16 1090624B 2027913221 2027929106
0242-425688 2024-09-16 1090624B 2027913221 2027929106
0242-425689 2024-09-16 1090624B 2027913221 2027929106
0242-425690 2024-09-16 1090624B 2027913221 2027930039
0242-425691 2024-09-16 1090624B 2027913221 2027930039
0242-425692 2024-09-16 1090624B 2027913221 2027930039
0242-425693 2024-09-16 1090624B 2027913221 2027930039
0242-425694 2024-09-16 1090624B 2027913221 2027930039
0242-425695 2024-09-16 1090624B 2027913221 2027930039
0242-425696 2024-09-16 1090624B 2027913220 2027930039
0242-425697 2024-09-16 1090624B 2027913220 2027930039
0242-425698 2024-09-16 1090624B 2027913220 2027930039
0242-425699 2024-09-16 1090624B 2027913220 2027930039
0242-425700 2024-09-16 1090624B 2027913220 2027930039
0242-425701 2024-09-16 1090624B 2027913220 2027930039
0242-425702 2024-09-16 1090624B 2027913220 2027929094
0242-425703 2024-09-16 1090624B 2027913220 2027929094
0242-425704 2024-09-16 1090624B 2027913220 2027929094
0242-425705 2024-09-16 1090624C 2027913220 2027929094
0242-425706 2024-09-16 1090624C 2027913220 2027929094
0242-425707 2024-09-16 1090624C 2027913220 2027929094
0242-425708 2024-09-16 1090624C 2027913220 2027929094
0242-425709 2024-09-16 1090624C 2027913225 2027929094
0242-425710 2024-09-16 1090624C 2027913225 2027929756
0242-425711 2024-09-16 1090624C 2027913225 2027929756
0242-425712 2024-09-16 1090624C 2027913225 2027929756
0242-425713 2024-09-16 1090624C 2027913225 2027929756
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
18 Sep 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
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0242-425715 2024-09-16 1090624C 2027913225 2027929756
0242-425716 2024-09-16 1090624C 2027913225 2027929756
0242-425717 2024-09-16 1090624C 2027913225 2027929756
0242-425718 2024-09-16 1090624C 2027913225 2027929756
0242-425719 2024-09-16 1090624C 2027913225 2027929756
0242-425720 2024-09-16 1090624C 2027913225 2027929756
0242-425721 2024-09-16 1090624C 2027913225 2027929756
0242-425722 2024-09-16 1090624C 2027913222 2027929757
0242-425723 2024-09-16 1090624C 2027913222 2027929757
0242-425724 2024-09-16 1090624C 2027913222 2027929757
0242-425725 2024-09-16 1090624C 2027913222 2027929757
0242-425726 2024-09-17 1090624D 2027913222 2027929757
0242-425727 2024-09-17 1090624D 2027913222 2027929757
0242-425728 2024-09-17 1090624D 2027913222 2027929757
0242-425729 2024-09-17 1090624D 2027913222 2027929757
0242-425730 2024-09-17 1090624D 2027913222 2027929757
0242-425731 2024-09-17 1090624D 2027913222 2027929757
0242-425732 2024-09-17 1090624D 2027913222 2027929757
0242-425733 2024-09-17 1090624D 2027913222 2027929755
0242-425734 2024-09-17 1090624D 2027913212 2027929755
0242-425735 2024-09-17 1090624D 2027913212 2027929755
0242-425736 2024-09-17 1090624D 2027913212 2027929755
0242-425737 2024-09-17 1090624D 2027913212 2027929755
0242-425738 2024-09-17 1090624D 2027913212 2027929755
0242-425739 2024-09-17 1090624D 2027913212 2027929755
0242-425740 2024-09-17 1090624D 2027913212 2027929755
0242-425741 2024-09-17 1090624D 2027913212 2027929755
0242-425742 2024-09-17 1090624D 2027913212 2027929755
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
18 Sep 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
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0242-425743 2024-09-17 1090624D 2027913212 2027929755
0242-425744 2024-09-17 1090624D 2027913212 2027929755
0242-425745 2024-09-17 1090624D 2027913212 2027929752
0242-425746 2024-09-17 1090624D 2027913212 2027929752
0242-425747 2024-09-17 1090624D 2027924215 2027929752
0242-425748 2024-09-17 1090624D 2027924215 2027929752
0242-425749 2024-09-17 1090624D 2027924215 2027929752
0242-425750 2024-09-17 1090924A 2027924215 2027929752
0242-425751 2024-09-17 1090924A 2027924215 2027929752
0242-425752 2024-09-17 1090924A 2027924215 2027929752
0242-425753 2024-09-17 1090924A 2027924215 2027929752
0242-425754 2024-09-17 1090924A 2027924215 2027929752
0242-425755 2024-09-17 1090924A 2027924215 2027929752
0242-425756 2024-09-17 1090924A 2027924215 2027929752
0242-425757 2024-09-17 1090924A 2027924215 2027929753
0242-425758 2024-09-17 1090924A 2027924215 2027929753
0242-425759 2024-09-17 1090924A 2027924206 2027929753
0242-425760 2024-09-17 1090924A 2027924206 2027929753
0242-425761 2024-09-17 1090924A 2027924206 2027929753
0242-425762 2024-09-17 1090924A 2027924206 2027929753
0242-425763 2024-09-17 1090924A 2027924206 2027929753
0242-425764 2024-09-17 1090924B 2027924206 2027929753
0242-425765 2024-09-17 1090924B 2027924206 2027929753
0242-425766 2024-09-17 1090924B 2027924206 2027929753
0242-425767 2024-09-17 1090924B 2027924206 2027929753
0242-425768 2024-09-17 1090924B 2027924206 2027929753
0242-425769 2024-09-17 1090924B 2027924206 2027930040
0242-425770 2024-09-17 1090924B 2027924206 2027930040
0242-425771 2024-09-17 1090924B 2027924203 2027930040
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
18 Sep 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
MANUFACTURING QUALITY CONTROL
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
202428
SO-097583
Pre-SO-097583-1
TRANS JORDAN CELL 6C LINERPROJECT NAME:
0242-425772 2024-09-17 1090924B 2027924203 2027930040
0242-425773 2024-09-17 1090924B 2027924203 2027930040
0242-425774 2024-09-17 1090924B 2027924203 2027930040
0242-425775 2024-09-17 1090924B 2027924203 2027930040
0242-425776 2024-09-17 1090924B 2027924203 2027930040
0242-425777 2024-09-17 1090924B 2027924203 2027929750
0242-425778 2024-09-17 1090924B 2027924203 2027929750
0242-425779 2024-09-17 1090924B 2027924203 2027929750
0242-425780 2024-09-17 1090924B 2027924203 2027929750
0242-425781 2024-09-17 1090924B 2027924203 2027929750
0242-425782 2024-09-17 1090924B 2027924203 2027929750
0242-425783 2024-09-17 1090924B 2027924203 2027929750
0242-425784 2024-09-17 1090924B 2027924205 2027929750
0242-425785 2024-09-17 1090924B 2027924205 2027929750
0242-425786 2024-09-17 1090924C 2027924205 2027929750
0242-425787 2024-09-17 1090924C 2027924205 2027928575
0242-425788 2024-09-17 1090924C 2027924205 2027928575
0242-425789 2024-09-17 1090924C 2027924205 2027928575
0242-425790 2024-09-17 1090924C 2027924205 2027928575
0242-425791 2024-09-17 1090924C 2027924205 2027928575
0242-425792 2024-09-17 1090924C 2027924205 2027928575
0242-425793 2024-09-17 1090924C 2027924205 2027928575
0242-425794 2024-09-17 1090924C 2027924205 2027928575
0242-425795 2024-09-17 1090924C 2027924205 2027928575
0242-425796 2024-09-17 1090924C 2027924202 2027928575
0242-425797 2024-09-17 1090924C 2027924202 2027928575
0242-425798 2024-09-17 1090924C 2027924202 2027928575
0242-425799 2024-09-17 1090924C 2027924202 2027929105
0242-425800 2024-09-17 1090924C 2027924202 2027929105
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
18 Sep 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
MANUFACTURING QUALITY CONTROL
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
202428
SO-097583
Pre-SO-097583-1
TRANS JORDAN CELL 6C LINERPROJECT NAME:
0242-425801 2024-09-17 1090924C 2027924202 2027929105
0242-425802 2024-09-17 1090924C 2027924202 2027929105
0242-425803 2024-09-17 1090924C 2027924202 2027929105
0242-425804 2024-09-17 1090924C 2027924202 2027929105
0242-425805 2024-09-17 1090924C 2027924202 2027929105
0242-425806 2024-09-17 1090924C 2027924202 2027929105
0242-425807 2024-09-17 1090924C 2027924202 2027929105
0242-425808 2024-09-17 1090924C 2027902598 2027929105
0242-425809 2024-09-17 1090924C 2027902598 2027929105
0242-425810 2024-09-17 1090924C 2027902598 2027929105
0242-425811 2024-09-17 1090924C 2027902598 2027928576
0242-425812 2024-09-17 1090924D 2027913227 2027928576
0242-425813 2024-09-17 1090924D 2027913227 2027928576
0242-425814 2024-09-17 1090924D 2027913227 2027928576
0242-425815 2024-09-17 1090924D 2027913227 2027928576
0242-425816 2024-09-17 1090924D 2027913227 2027928576
0242-425817 2024-09-17 1090924D 2027913227 2027928576
0242-425818 2024-09-17 1090924D 2027913227 2027928576
0242-425819 2024-09-17 1090924D 2027913227 2027928576
0242-425820 2024-09-17 1090924D 2027924207 2027928576
0242-425821 2024-09-17 1090924D 2027924207 2027928576
0242-425823 2024-09-18 1090924D 2027924207 2027929103
0242-425824 2024-09-18 1090924D 2027924207 2027929103
0242-425825 2024-09-18 1090924D 2027924207 2027929103
0242-425826 2024-09-18 1090924D 2027924207 2027929103
0242-425827 2024-09-18 1090924D 2027924207 2027929103
0242-425828 2024-09-18 1090924D 2027924207 2027929103
0242-425829 2024-09-18 1090924D 2027924207 2027929103
0242-425830 2024-09-18 1090924D 2027924207 2027929103
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
18 Sep 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
MANUFACTURING QUALITY CONTROL
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
202428
SO-097583
Pre-SO-097583-1
TRANS JORDAN CELL 6C LINERPROJECT NAME:
0242-425831 2024-09-18 1090924D 2027924207 2027929103
0242-425832 2024-09-18 1090924D 2027924207 2027929103
0242-425833 2024-09-18 1090924D 2027924207 2027929103
0242-425834 2024-09-18 1090924D 2027905570 2027928574
0242-425835 2024-09-18 1090924D 2027905570 2027928574
QUANTITY (ROLLS):229
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
18 Sep 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PROJECT NAME :
PACKING SLIP NUMBER:
PRODUCT:
Bentoliner 0.75 lbs/ft² - 3.66 kg/m², NW, Peel 35
1130005-60158-1
Rolls
Test Property Direction Test Method Frequency Unit
1 Bentonite Mass (0% moisture)ASTM D5993 40,000 ft²lbs/ft²
2 Peel Strength (min. avg.)MD ASTM D4632 40,000 ft²lbf
3 Peel Strength (min.avg.)MD ASTM D6496 40,000 ft²lbf/in
4 Tensile Strength MD (min. avg.)MD ASTM D6768 40,000 ft²lbf/in
5 Moisture Content (Max.)ASTM D5993 40,000 ft²%
6 Finished Good Mass (0% moisture)ASTM D5993 40,000 ft²lbs/ft²
Test 1 2 3 4 5 6
SPECIFICATIONS 0.75 35 5.3 45 12 0.81
0242-419772 0.86 82.0 17.3 71 10.4 0.97
0242-419773 0.86 82.0 17.3 71 10.4 0.97
0242-419774 0.86 82.0 17.3 71 10.4 0.97
0242-421664 0.80 83.0 16.6 64 10.7 0.91
0242-425610 0.81 64.0 12.7 68 10.3 0.90
0242-425611 0.81 64.0 12.7 68 10.3 0.90
0242-425612 0.81 64.0 12.7 68 10.3 0.90
0242-425613 0.81 64.0 12.7 68 10.3 0.90
0242-425614 0.81 64.0 12.7 68 10.3 0.90
0242-425615 0.81 64.0 12.7 68 10.3 0.90
0242-425616 0.81 64.0 12.7 68 10.3 0.90
0242-425617 0.81 64.0 12.7 68 10.3 0.90
0242-425618 0.81 64.0 12.7 68 10.3 0.90
0242-425619 0.81 64.0 12.7 68 10.3 0.90
0242-425620 0.81 64.0 12.7 68 10.3 0.90
0242-425621 0.81 64.0 12.7 68 10.3 0.90
0242-425622 0.79 58.0 11.8 54 10.3 0.89
0242-425623 0.79 58.0 11.8 54 10.3 0.89
0242-425624 0.79 58.0 11.8 54 10.3 0.89
0242-425625 0.79 58.0 11.8 54 10.3 0.89
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PROJECT NAME :
PACKING SLIP NUMBER:
Test 1 2 3 4 5 6
0242-425626 0.79 58.0 11.8 54 10.3 0.89
0242-425627 0.79 58.0 11.8 54 10.3 0.89
0242-425628 0.79 58.0 11.8 54 10.3 0.89
0242-425629 0.79 58.0 11.8 54 10.3 0.89
0242-425630 0.79 58.0 11.8 54 10.3 0.89
0242-425631 0.79 58.0 11.8 54 10.3 0.89
0242-425632 0.79 58.0 11.8 54 10.3 0.89
0242-425633 0.79 58.0 11.8 54 10.3 0.89
0242-425634 0.82 49.0 9.4 50 11.0 0.91
0242-425635 0.82 49.0 9.4 50 11.0 0.91
0242-425636 0.82 49.0 9.4 50 11.0 0.91
0242-425637 0.82 49.0 9.4 50 11.0 0.91
0242-425638 0.82 49.0 9.4 50 11.0 0.91
0242-425639 0.82 49.0 9.4 50 11.0 0.91
0242-425640 0.82 49.0 9.4 50 11.0 0.91
0242-425641 0.82 49.0 9.4 50 11.0 0.91
0242-425642 0.82 49.0 9.4 50 11.0 0.91
0242-425643 0.82 49.0 9.4 50 11.0 0.91
0242-425644 0.82 49.0 9.4 50 11.0 0.91
0242-425645 0.82 49.0 9.4 50 11.0 0.91
0242-425646 0.83 51.0 10.3 71 11.0 0.92
0242-425647 0.83 51.0 10.3 71 11.0 0.92
0242-425648 0.83 51.0 10.3 71 11.0 0.92
0242-425649 0.83 51.0 10.3 71 11.0 0.92
0242-425650 0.83 51.0 10.3 71 11.0 0.92
0242-425651 0.83 51.0 10.3 71 11.0 0.92
0242-425652 0.83 51.0 10.3 71 11.0 0.92
0242-425653 0.83 51.0 10.3 71 11.0 0.92
0242-425654 0.83 51.0 10.3 71 11.0 0.92
0242-425655 0.83 51.0 10.3 71 11.0 0.92
0242-425656 0.83 51.0 10.3 71 11.0 0.92
0242-425657 0.83 51.0 10.3 71 11.0 0.92
0242-425658 0.86 67.0 13.2 68 10.3 0.95
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PROJECT NAME :
PACKING SLIP NUMBER:
Test 1 2 3 4 5 6
0242-425659 0.86 67.0 13.2 68 10.3 0.95
0242-425660 0.86 67.0 13.2 68 10.3 0.95
0242-425661 0.86 67.0 13.2 68 10.3 0.95
0242-425662 0.86 67.0 13.2 68 10.3 0.95
0242-425663 0.86 67.0 13.2 68 10.3 0.95
0242-425664 0.86 67.0 13.2 68 10.3 0.95
0242-425665 0.86 67.0 13.2 68 10.3 0.95
0242-425666 0.86 67.0 13.2 68 10.3 0.95
0242-425667 0.86 67.0 13.2 68 10.3 0.95
0242-425668 0.86 67.0 13.2 68 10.3 0.95
0242-425669 0.86 67.0 13.2 68 10.3 0.95
0242-425670 0.85 52.0 10.4 66 10.1 0.94
0242-425671 0.85 52.0 10.4 66 10.1 0.94
0242-425672 0.85 52.0 10.4 66 10.1 0.94
0242-425673 0.85 52.0 10.4 66 10.1 0.94
0242-425674 0.85 52.0 10.4 66 10.1 0.94
0242-425675 0.85 52.0 10.4 66 10.1 0.94
0242-425676 0.85 52.0 10.4 66 10.1 0.94
0242-425677 0.85 52.0 10.4 66 10.1 0.94
0242-425678 0.85 52.0 10.4 66 10.1 0.94
0242-425679 0.85 52.0 10.4 66 10.1 0.94
0242-425680 0.85 52.0 10.4 66 10.1 0.94
0242-425681 0.85 52.0 10.4 66 10.1 0.94
0242-425682 0.83 47.0 9.4 66 10.3 0.92
0242-425683 0.83 47.0 9.4 66 10.3 0.92
0242-425684 0.83 47.0 9.4 66 10.3 0.92
0242-425685 0.83 47.0 9.4 66 10.3 0.92
0242-425686 0.83 47.0 9.4 66 10.3 0.92
0242-425687 0.83 47.0 9.4 66 10.3 0.92
0242-425688 0.83 47.0 9.4 66 10.3 0.92
0242-425689 0.83 47.0 9.4 66 10.3 0.92
0242-425690 0.83 47.0 9.4 66 10.3 0.92
0242-425691 0.83 47.0 9.4 66 10.3 0.92
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PROJECT NAME :
PACKING SLIP NUMBER:
Test 1 2 3 4 5 6
0242-425692 0.83 47.0 9.4 66 10.3 0.92
0242-425693 0.83 47.0 9.4 66 10.3 0.92
0242-425694 0.82 50.0 10.7 68 10.3 0.92
0242-425695 0.82 50.0 10.7 68 10.3 0.92
0242-425696 0.82 50.0 10.7 68 10.3 0.92
0242-425697 0.82 50.0 10.7 68 10.3 0.92
0242-425698 0.82 50.0 10.7 68 10.3 0.92
0242-425699 0.82 50.0 10.7 68 10.3 0.92
0242-425700 0.82 50.0 10.7 68 10.3 0.92
0242-425701 0.82 50.0 10.7 68 10.3 0.92
0242-425702 0.82 50.0 10.7 68 10.3 0.92
0242-425703 0.82 50.0 10.7 68 10.3 0.92
0242-425704 0.82 50.0 10.7 68 10.3 0.92
0242-425705 0.82 50.0 10.7 68 10.3 0.92
0242-425706 0.87 50.0 10.7 66 10.6 0.97
0242-425707 0.87 50.0 10.7 66 10.6 0.97
0242-425708 0.87 50.0 10.7 66 10.6 0.97
0242-425709 0.87 50.0 10.7 66 10.6 0.97
0242-425710 0.87 50.0 10.7 66 10.6 0.97
0242-425711 0.87 50.0 10.7 66 10.6 0.97
0242-425712 0.87 50.0 10.7 66 10.6 0.97
0242-425713 0.87 50.0 10.7 66 10.6 0.97
0242-425714 0.87 50.0 10.7 66 10.6 0.97
0242-425715 0.87 50.0 10.7 66 10.6 0.97
0242-425716 0.87 50.0 10.7 66 10.6 0.97
0242-425717 0.87 50.0 10.7 66 10.6 0.97
0242-425718 0.85 46.0 9.2 61 10.7 0.94
0242-425719 0.85 46.0 9.2 61 10.7 0.94
0242-425720 0.85 46.0 9.2 61 10.7 0.94
0242-425721 0.85 46.0 9.2 61 10.7 0.94
0242-425722 0.85 46.0 9.2 61 10.7 0.94
0242-425723 0.85 46.0 9.2 61 10.7 0.94
0242-425724 0.85 46.0 9.2 61 10.7 0.94
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PROJECT NAME :
PACKING SLIP NUMBER:
Test 1 2 3 4 5 6
0242-425725 0.85 46.0 9.2 61 10.7 0.94
0242-425726 0.85 46.0 9.2 61 10.7 0.94
0242-425727 0.85 46.0 9.2 61 10.7 0.94
0242-425728 0.85 46.0 9.2 61 10.7 0.94
0242-425729 0.85 46.0 9.2 61 10.7 0.94
0242-425730 0.88 50.0 10.4 71 10.7 0.97
0242-425731 0.88 50.0 10.4 71 10.7 0.97
0242-425732 0.88 50.0 10.4 71 10.7 0.97
0242-425733 0.88 50.0 10.4 71 10.7 0.97
0242-425734 0.88 50.0 10.4 71 10.7 0.97
0242-425735 0.88 50.0 10.4 71 10.7 0.97
0242-425736 0.88 50.0 10.4 71 10.7 0.97
0242-425737 0.88 50.0 10.4 71 10.7 0.97
0242-425738 0.88 50.0 10.4 71 10.7 0.97
0242-425739 0.88 50.0 10.4 71 10.7 0.97
0242-425740 0.88 50.0 10.4 71 10.7 0.97
0242-425741 0.88 50.0 10.4 71 10.7 0.97
0242-425742 0.86 82.0 16.2 69 10.6 0.95
0242-425743 0.86 82.0 16.2 69 10.6 0.95
0242-425744 0.86 82.0 16.2 69 10.6 0.95
0242-425745 0.86 82.0 16.2 69 10.6 0.95
0242-425746 0.86 82.0 16.2 69 10.6 0.95
0242-425747 0.86 82.0 16.2 69 10.6 0.95
0242-425748 0.86 82.0 16.2 69 10.6 0.95
0242-425749 0.86 82.0 16.2 69 10.6 0.95
0242-425750 0.86 82.0 16.2 69 10.6 0.95
0242-425751 0.86 82.0 16.2 69 10.6 0.95
0242-425752 0.86 82.0 16.2 69 10.6 0.95
0242-425753 0.86 82.0 16.2 69 10.6 0.95
0242-425754 0.84 57.0 11.6 70 10.9 0.93
0242-425755 0.84 57.0 11.6 70 10.9 0.93
0242-425756 0.84 57.0 11.6 70 10.9 0.93
0242-425757 0.84 57.0 11.6 70 10.9 0.93
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PROJECT NAME :
PACKING SLIP NUMBER:
Test 1 2 3 4 5 6
0242-425758 0.84 57.0 11.6 70 10.9 0.93
0242-425759 0.84 57.0 11.6 70 10.9 0.93
0242-425760 0.84 57.0 11.6 70 10.9 0.93
0242-425761 0.84 57.0 11.6 70 10.9 0.93
0242-425762 0.84 57.0 11.6 70 10.9 0.93
0242-425763 0.84 57.0 11.6 70 10.9 0.93
0242-425764 0.84 57.0 11.6 70 10.9 0.93
0242-425765 0.84 57.0 11.6 70 10.9 0.93
0242-425766 0.82 56.0 11.5 75 10.3 0.91
0242-425767 0.82 56.0 11.5 75 10.3 0.91
0242-425768 0.82 56.0 11.5 75 10.3 0.91
0242-425769 0.82 56.0 11.5 75 10.3 0.91
0242-425770 0.82 56.0 11.5 75 10.3 0.91
0242-425771 0.82 56.0 11.5 75 10.3 0.91
0242-425772 0.82 56.0 11.5 75 10.3 0.91
0242-425773 0.82 56.0 11.5 75 10.3 0.91
0242-425774 0.82 56.0 11.5 75 10.3 0.91
0242-425775 0.82 56.0 11.5 75 10.3 0.91
0242-425776 0.82 56.0 11.5 75 10.3 0.91
0242-425777 0.82 56.0 11.5 75 10.3 0.91
0242-425778 0.88 57.0 11.8 75 9.6 0.97
0242-425779 0.88 57.0 11.8 75 9.6 0.97
0242-425780 0.88 57.0 11.8 75 9.6 0.97
0242-425781 0.88 57.0 11.8 75 9.6 0.97
0242-425782 0.88 57.0 11.8 75 9.6 0.97
0242-425783 0.88 57.0 11.8 75 9.6 0.97
0242-425784 0.88 57.0 11.8 75 9.6 0.97
0242-425785 0.88 57.0 11.8 75 9.6 0.97
0242-425786 0.88 57.0 11.8 75 9.6 0.97
0242-425787 0.88 57.0 11.8 75 9.6 0.97
0242-425788 0.88 57.0 11.8 75 9.6 0.97
0242-425789 0.88 57.0 11.8 75 9.6 0.97
0242-425790 0.92 60.0 11.0 67 9.8 1.00
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PROJECT NAME :
PACKING SLIP NUMBER:
Test 1 2 3 4 5 6
0242-425791 0.92 60.0 11.0 67 9.8 1.00
0242-425792 0.92 60.0 11.0 67 9.8 1.00
0242-425793 0.92 60.0 11.0 67 9.8 1.00
0242-425794 0.92 60.0 11.0 67 9.8 1.00
0242-425795 0.92 60.0 11.0 67 9.8 1.00
0242-425796 0.92 60.0 11.0 67 9.8 1.00
0242-425797 0.92 60.0 11.0 67 9.8 1.00
0242-425798 0.92 60.0 11.0 67 9.8 1.00
0242-425799 0.92 60.0 11.0 67 9.8 1.00
0242-425800 0.92 60.0 11.0 67 9.8 1.00
0242-425801 0.92 60.0 11.0 67 9.8 1.00
0242-425802 0.86 47.0 9.8 69 10.1 0.95
0242-425803 0.86 47.0 9.8 69 10.1 0.95
0242-425804 0.86 47.0 9.8 69 10.1 0.95
0242-425805 0.86 47.0 9.8 69 10.1 0.95
0242-425806 0.86 47.0 9.8 69 10.1 0.95
0242-425807 0.86 47.0 9.8 69 10.1 0.95
0242-425808 0.86 47.0 9.8 69 10.1 0.95
0242-425809 0.86 47.0 9.8 69 10.1 0.95
0242-425810 0.86 47.0 9.8 69 10.1 0.95
0242-425811 0.86 47.0 9.8 69 10.1 0.95
0242-425812 0.86 47.0 9.8 69 10.1 0.95
0242-425813 0.86 47.0 9.8 69 10.1 0.95
0242-425814 0.87 55.0 11.4 68 10.0 0.96
0242-425815 0.87 55.0 11.4 68 10.0 0.96
0242-425816 0.87 55.0 11.4 68 10.0 0.96
0242-425817 0.87 55.0 11.4 68 10.0 0.96
0242-425818 0.87 55.0 11.4 68 10.0 0.96
0242-425819 0.87 55.0 11.4 68 10.0 0.96
0242-425820 0.87 55.0 11.4 68 10.0 0.96
0242-425821 0.87 55.0 11.4 68 10.0 0.96
0242-425823 0.87 55.0 11.4 68 10.0 0.96
0242-425824 0.87 55.0 11.4 68 10.0 0.96
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PROJECT NAME :
PACKING SLIP NUMBER:
Test 1 2 3 4 5 6
0242-425825 0.87 55.0 11.4 68 10.0 0.96
0242-425826 0.87 56.0 11.4 71 10.3 0.96
0242-425827 0.87 56.0 11.4 71 10.3 0.96
0242-425828 0.87 56.0 11.4 71 10.3 0.96
0242-425829 0.87 56.0 11.4 71 10.3 0.96
0242-425830 0.87 56.0 11.4 71 10.3 0.96
0242-425831 0.87 56.0 11.4 71 10.3 0.96
0242-425832 0.87 56.0 11.4 71 10.3 0.96
0242-425833 0.87 56.0 11.4 71 10.3 0.96
0242-425834 0.87 56.0 11.4 71 10.3 0.96
0242-425835 0.87 56.0 11.4 71 10.3 0.96
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
PRODUCT:
Bentoliner 0.75 lbs/ft² - 3.66 kg/m², NW, Peel 35
1130005-60158-1
Test Property Direction Test Method Frequency Unit
1 Swell Index (min.)ASTM D5890 100,000 lb ml/2 g
2 Moisture Content (max.)ASTM D4643 100,000 lb %
3 Fluid Loss (max.)ASTM D5891 100,000 lb ml
Test 1 2 3
Specification 24 12 18
1062124A 30.0 10.8 17
1071524A 31.0 10.7 15
1090524B 30.0 12.0 16
1090524C 28.0 11.7 17
1090524D 29.0 10.3 17
1090624A 27.0 10.5 16
1090624B 27.0 9.8 17
1090624C 26.0 10.7 15
1090624D 29.0 10.1 15
1090924A 28.0 10.6 17
1090924B 28.0 10.9 16
1090924C 28.0 10.8 16
1090924D 32.0 11.0 15
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test Property Direction Test Method Frequency Unit
1 Mass per Unit Area (min. avg.)ASTM D5261 200,000 ft²oz/yd²
Grab Tensile Properties (min. avg)ASTM D4632 200,000 ft²
2 Strength (MD)lbf
3 Strength (CMD)lbf
4 Elongation (MD)%
5 Elongation (CMD)%
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test 1 2 3 4 5
Specification 6 90 100 10 10
2027864520 6.3 120 108 19 14
2027883486 6.7 126 103 15 12
2027928574 6.4 188 141 15 13
2027928575 6.4 188 141 15 13
2027928576 6.4 188 141 15 13
2027928577 6.3 181 144 15 14
2027929094 7.2 186 140 15 14
2027929099 7.1 186 136 15 14
2027929100 7.1 186 136 15 14
2027929101 7.1 186 136 15 14
2027929102 6.6 177 134 15 16
2027929103 6.6 177 134 15 16
2027929104 6.6 177 134 15 16
2027929105 6.5 186 145 15 14
2027929106 6.5 186 145 15 14
2027929750 6.7 184 145 15 14
2027929752 6.8 189 148 16 16
2027929753 6.8 189 148 16 16
2027929755 6.2 177 143 16 16
2027929756 6.2 177 143 16 16
2027929757 6.4 177 137 15 16
2027929761 6.5 189 117 16 12
2027930039 6.6 182 123 15 13
2027930040 6.6 182 123 15 13
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test Property Direction Test Method Frequency Unit
1 Mass per Unit Area (min. avg.)ASTM D5261 200,000 ft²oz/yd²
Grab Tensile Properties (min. avg)ASTM D4632 200,000 ft²
2 Strength (MD)lbf
3 Strength (CMD)lbf
4 Elongation (MD)%
5 Elongation (CMD)%
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test 1 2 3 4 5
Specification 6 22 22 100 100
2027902598 7.0 117 172 121 153
2027905570 6.7 112 186 110 118
2027913212 6.9 84 110 137 118
2027913215 6.7 82 94 130 125
2027913216 6.7 82 94 130 125
2027913217 6.3 78 107 139 122
2027913218 6.3 78 107 139 122
2027913220 6.9 82 131 130 124
2027913221 6.7 81 113 120 119
2027913222 6.7 81 113 120 119
2027913223 6.5 77 102 126 123
2027913224 6.5 77 102 126 123
2027913225 6.0 67 89 140 135
2027913227 6.3 87 99 123 114
2027924202 6.6 83 107 145 120
2027924203 6.3 60 79 155 123
2027924205 6.2 71 90 131 135
2027924206 6.2 71 90 131 135
2027924207 6.7 82 126 135 126
2027924215 6.6 79 113 154 120
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
202428
SO-097583
Pre-SO-097583-1
MANUFACTURING QUALITY CONTROL
TRANS JORDAN CELL 6C LINER
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test Property Direction Test Method Frequency Unit
1 Mass per Unit Area (min. avg.)ASTM D5261 200,000 ft²oz/yd²
Grab Tensile Properties (min. avg)ASTM D4632 200,000 ft²
2 Strength (MD)lbf
3 Strength (CMD)lbf
4 Elongation (MD)%
5 Elongation (CMD)%
Test 1 2 3 4 5
Specification 8 22 22 100 100
2027852543 9.3 124 173 194 170
2027875769 9.1 143 217 158 136
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of Solmax's
goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN JUNE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 06-*B0005033556 06-21-24 1062124A 9.0 0.02 4.26 14.4 114 30 834 CARS M AVG 9.47 0.08 3.86 14.73 113.19 31.54 913.3552STD DEV 0.49 0.23 1.29 0.64 2.97 1.20 49.76
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.44 0.21 4.67 14.68 113.33 31.33 887.81380STD DEV 0.59 0.55 1.83 0.79 3.20 1.60 47.30
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Tucker Goodvin
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO06/24/24CC:File
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN JULY 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 07-*B0005044747 07-15-24 1071524A 9.6 0.02 3.76 14.4 114 28 908 CARS M AVG 9.61 0.43 4.08 15.07 110.11 30.68 874.6837STD DEV 0.60 0.62 1.82 0.87 4.52 1.34 34.20
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.45 0.22 4.66 14.76 112.96 31.26 886.75445STD DEV 0.59 0.54 1.85 0.84 3.48 1.56 45.67
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Vickie Sechser
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO07/16/24CC:File
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN AUGUST 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 08-*10-08292024-CH 9/5/2024 1090524B 10.6 0.84 3.12 16.0 108 30 800 CARS M AVG 9.78 0.59 3.79 15.05 109.78 30.76 890.4055STD DEV 0.44 0.54 1.71 0.56 3.59 1.31 35.54
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.47 0.24 4.51 14.80 112.39 31.17 883.97556STD DEV 0.59 0.53 1.81 0.82 3.66 1.51 45.11
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Vickie Sechser
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO09/09/24CC:File
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN AUGUST 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 08-*11-08292024-CH 9/5/2024 1090524C 10.6 3.97 3.54 15.6 106 28 789 CARS M AVG 9.78 0.59 3.79 15.05 109.78 30.76 890.4055STD DEV 0.44 0.54 1.71 0.56 3.59 1.31 35.54
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.47 0.24 4.51 14.80 112.39 31.17 883.97556STD DEV 0.59 0.53 1.81 0.82 3.66 1.51 45.11
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Vickie Sechser
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO09/09/24CC:File
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN AUGUST 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 08-*12-08292024-CH 9/26/2024 1090524D 9.1 0.02 3.44 15.8 106 29 801 CARS M AVG 9.78 0.59 3.79 15.05 109.78 30.76 890.4055STD DEV 0.44 0.54 1.71 0.56 3.59 1.31 35.54
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.47 0.24 4.51 14.80 112.39 31.17 883.97556STD DEV 0.59 0.53 1.81 0.82 3.66 1.51 45.11
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Vickie Sechser
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO09/09/24CC:File
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN AUGUST 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 08-*13-08292024-CH 9/26/2024 1090624A 9.5 1.92 4.73 15.6 104 28 816 CARS M AVG 9.78 0.59 3.79 15.05 109.78 30.76 890.4055STD DEV 0.44 0.54 1.71 0.56 3.59 1.31 35.54
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.47 0.24 4.51 14.80 112.39 31.17 883.97556STD DEV 0.59 0.53 1.81 0.82 3.66 1.51 45.11
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Vickie Sechser
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO09/09/24CC:File
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN AUGUST 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 08-*14-08292024-CH 9/26/2024 1090624B 9.8 0.58 7.67 16.0 102 27 824 CARS M AVG 9.78 0.59 3.79 15.05 109.78 30.76 890.4055STD DEV 0.44 0.54 1.71 0.56 3.59 1.31 35.54
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.47 0.24 4.51 14.80 112.39 31.17 883.97556STD DEV 0.59 0.53 1.81 0.82 3.66 1.51 45.11
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Vickie Sechser
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO09/09/24CC:File
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN AUGUST 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 08-*15-08292024-CH 9/26/2024 1090624C 9.7 1.91 9.97 16.4 106 29 813 CARS M AVG 9.78 0.59 3.79 15.05 109.78 30.76 890.4055STD DEV 0.44 0.54 1.71 0.56 3.59 1.31 35.54
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.47 0.24 4.51 14.80 112.39 31.17 883.97556STD DEV 0.59 0.53 1.81 0.82 3.66 1.51 45.11
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Vickie Sechser
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO09/09/24CC:File
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN AUGUST 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 08-*1-09062024-CH 9/8/2024 1090624D 9.3 1.00 6.59 16.8 104 28 792 CARS M AVG 9.78 0.59 3.79 15.05 109.78 30.76 890.4055STD DEV 0.44 0.54 1.71 0.56 3.59 1.31 35.54
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.47 0.24 4.51 14.80 112.39 31.17 883.97556STD DEV 0.59 0.53 1.81 0.82 3.66 1.51 45.11
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Vickie Sechser
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO09/09/24CC:File
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN SEPTEMBER 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 09-*2-09062024-CH 9/9/2024 1090924A 9 0.10 6.78 16.6 106 29 815 CARS M AVG 9.30 0.46 4.81 16.25 106.67 28.75 821.00
3-09062024-CH 9/9/2024 1090924B 10 0.56 5.56 16.2 108 30 817 12 STD DEV 0.43 0.68 2.10 0.34 2.62 0.83 15.974-09062024-CH 9/9/2024 1090924C 10 1.81 7.74 15.8 104 31 8225-09062024-CH 9/9/2024 1090924D 10 0.17 4.09 16.0 106 30 831
6-09062024-CH 09-10-24 1091024A 10 0.02 3.05 16.2 110 29 8477-09062024-CH 09-10-24 1091024B 9 0.65 5.27 16.6 108 28 822 %Mesh Mesh 0 MBC SWELL PWA8-09062024-CH 09-10-24 1091024C 9 0.11 4.63 16.4 112 29 834 MOIST % + 20 % - 200 FL meq INDEX 7509-09062024-CH 09-10-24 1091024D 9 0.11 3.56 16.2 108 30 848 YTD 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN
10-09062024-CH 09-11-24 1091124A 8 0.02 3.52 16.0 106 30 829 No. of11-09062024-CH 09-11-24 1091124B 9 0.02 2.30 16.4 104 29 816 CARS M AVG 9.47 0.24 4.51 14.83 112.27 31.12 882.6612-09062024-CH 09-11-24 1091124C 10 0.09 6.07 16.8 106 28 808 568 STD DEV 0.59 0.53 1.82 0.84 3.73 1.54 45.59
13-09062024-CH 09-12-24 1091124D 9 0.05 3.48 16.6 108 29 794 SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Vickie Sechser
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO09/12/24CC:File
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN SEPTEMBER 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 09-*2-09062024-CH 9/9/2024 1090924A 9 0.10 6.78 16.6 106 29 815 CARS M AVG 9.30 0.46 4.81 16.25 106.67 28.75 821.00
3-09062024-CH 9/9/2024 1090924B 10 0.56 5.56 16.2 108 30 817 12 STD DEV 0.43 0.68 2.10 0.34 2.62 0.83 15.974-09062024-CH 9/9/2024 1090924C 10 1.81 7.74 15.8 104 31 8225-09062024-CH 9/9/2024 1090924D 10 0.17 4.09 16.0 106 30 831
6-09062024-CH 09-10-24 1091024A 10 0.02 3.05 16.2 110 29 8477-09062024-CH 09-10-24 1091024B 9 0.65 5.27 16.6 108 28 822 %Mesh Mesh 0 MBC SWELL PWA8-09062024-CH 09-10-24 1091024C 9 0.11 4.63 16.4 112 29 834 MOIST % + 20 % - 200 FL meq INDEX 7509-09062024-CH 09-10-24 1091024D 9 0.11 3.56 16.2 108 30 848 YTD 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN
10-09062024-CH 09-11-24 1091124A 8 0.02 3.52 16.0 106 30 829 No. of11-09062024-CH 09-11-24 1091124B 9 0.02 2.30 16.4 104 29 816 CARS M AVG 9.47 0.24 4.51 14.83 112.27 31.12 882.6612-09062024-CH 09-11-24 1091124C 10 0.09 6.07 16.8 106 28 808 568 STD DEV 0.59 0.53 1.82 0.84 3.73 1.54 45.59
13-09062024-CH 09-12-24 1091124D 9 0.05 3.48 16.6 108 29 794 SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Vickie Sechser
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO09/12/24CC:File
SOLMAX BENTOLINER
SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN SEPTEMBER 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 09-*2-09062024-CH 9/9/2024 1090924A 9 0.10 6.78 16.6 106 29 815 CARS M AVG 9.30 0.46 4.81 16.25 106.67 28.75 821.00
3-09062024-CH 9/9/2024 1090924B 10 0.56 5.56 16.2 108 30 817 12 STD DEV 0.43 0.68 2.10 0.34 2.62 0.83 15.974-09062024-CH 9/9/2024 1090924C 10 1.81 7.74 15.8 104 31 8225-09062024-CH 9/9/2024 1090924D 10 0.17 4.09 16.0 106 30 831
6-09062024-CH 09-10-24 1091024A 10 0.02 3.05 16.2 110 29 8477-09062024-CH 09-10-24 1091024B 9 0.65 5.27 16.6 108 28 822 %Mesh Mesh 0 MBC SWELL PWA8-09062024-CH 09-10-24 1091024C 9 0.11 4.63 16.4 112 29 834 MOIST % + 20 % - 200 FL meq INDEX 7509-09062024-CH 09-10-24 1091024D 9 0.11 3.56 16.2 108 30 848 YTD 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN
10-09062024-CH 09-11-24 1091124A 8 0.02 3.52 16.0 106 30 829 No. of11-09062024-CH 09-11-24 1091124B 9 0.02 2.30 16.4 104 29 816 CARS M AVG 9.47 0.24 4.51 14.83 112.27 31.12 882.6612-09062024-CH 09-11-24 1091124C 10 0.09 6.07 16.8 106 28 808 568 STD DEV 0.59 0.53 1.82 0.84 3.73 1.54 45.59
13-09062024-CH 09-12-24 1091124D 9 0.05 3.48 16.6 108 29 794 SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Vickie Sechser
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO09/12/24CC:File
Mail To:Bill To:
Chuck Taylor <= Same
Solmax
[e-mail]
Greetings,
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report for laboratory testing.
Project:Yearly Testing - Oven Aging
TRI Job Reference Number:24-000799
Material(s) Tested:Six Solmax GCL
Test(s) Requested:
Oven Aging (ASTM D5271)
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
Mansukh Patel, Ph.D.
Geosynthetic Services Division
April 29, 2024
page 1 of 7
GCL TEST RESULTS
TRI Client: Solmax
Project: Yearly Testing - Oven Aging
Material: GCL
Sample Identification: 3 oz Nonwoven Cap # 2027638586
TRI Log #: 24-000799
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5
Oven Aging (ASTM D5271/ GRI GCL 3)
Strength Retained measured via strip tensile (ASTM D 5035)PERCENT
RETAINED
MD - Tensile Strength (lbs) - B 15 13 16 10 18 14 3
MD - Tensile Strength (ppi) - B 7.4 6.5 8.2 4.8 9.2 7.2 1.7
MD - Tensile Strength (N) - B 66 58 73 43 82 64 15
MD - Tensile Strength (kN/m) - B 1.3 1.1 1.4 0.8 1.6 1.3 0.3
MD - Tensile Strength (lbs) - E 23.0 26.3 16.5 21.1 23.9 22.1 3.7
MD - Tensile Strength (ppi) - E 11.5 13.1 8.3 10.5 11.9 11.1 1.8
MD - Tensile Strength (N) - E 102 117 73 94 106 99 16
MD - Tensile Strength (kN/m) - E 2.0 2.3 1.4 1.8 2.1 1.9 0.3 153
TD - Tensile Strength (lbs) - B 51 29 17 25 53 35 16
TD - Tensile Strength (ppi) - B 25.5 14.7 8.5 12.6 26.4 17.5 8.0
TD - Tensile Strength (N) - B 227 130 76 112 235 156 71
TD - Tensile Strength (kN/m) - B 4.5 2.6 1.5 2.2 4.6 3.1 1.4
TD - Tensile Strength (lbs) - E 85.5 82.7 61.0 72.8 72.0 74.8 9.7
TD - Tensile Strength (ppi) - E 42.7 41.4 30.5 36.4 36.0 37.4 4.9
TD - Tensile Strength (N) - E 380 368 271 324 320 332.7 43.4
TD - Tensile Strength (kN/m) - E 7.5 7.2 5.3 6.4 6.3 6.6 0.9 213
MD - Elong. @ Max. Load (%) - B 161 147 147 124 151 146 14
MD - Elong. @ Max. Load (%) - E 113 116 87 99 99 103 12 70
TD - Elong. @ Max. Load (%) - B 86 76 75 96 82 83 9
TD - Elong. @ Max. Load (%) - E 64 70 62 66 65 65 3 79
B - Baseline Unexposed
E - Exposed
MD Machine Direction TD Transverse Direction
page 2 of 7
GCL TEST RESULTS
TRI Client: Solmax
Project: Yearly Testing - Oven Aging
Material: GCL
Sample Identification: 6 oz Nonwoven Cap # 2027734976
TRI Log #: 24-000799
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5
Oven Aging (ASTM D5271/ GRI GCL 3)
Strength Retained measured via strip tensile (ASTM D 5035)PERCENT
RETAINED
MD - Tensile Strength (lbs) - B 37 51 44 45 43 44 5
MD - Tensile Strength (ppi) - B 18.5 25.4 22.0 22.6 21.6 22.0 2.5
MD - Tensile Strength (N) - B 164 226 196 202 192 196 22
MD - Tensile Strength (kN/m) - B 3.2 4.4 3.9 4.0 3.8 3.9 0.4
MD - Tensile Strength (lbs) - E 53.9 44.3 59.2 46.0 39.3 48.5 8.0
MD - Tensile Strength (ppi) - E 27.0 22.2 29.6 23.0 19.7 24.3 4.0
MD - Tensile Strength (N) - E 240 197 264 205 175 216 35
MD - Tensile Strength (kN/m) - E 4.7 3.9 5.2 4.0 3.4 4.3 0.7 110
TD - Tensile Strength (lbs) - B 62 60 68 87 88 73 14
TD - Tensile Strength (ppi) - B 30.9 29.9 34.2 43.4 44.2 36.5 6.8
TD - Tensile Strength (N) - B 275 266 304 386 393 325 61
TD - Tensile Strength (kN/m) - B 5.4 5.2 6.0 7.6 7.7 6.4 1.2
TD - Tensile Strength (lbs) - E 108 98 121 107 103 107.4 8.5
TD - Tensile Strength (ppi) - E 54.0 49.2 60.5 53.5 51.4 53.7 4.2
TD - Tensile Strength (N) - E 480 438 538 476 458 478.0 37.6
TD - Tensile Strength (kN/m) - E 9.5 8.6 10.6 9.4 9.0 9.4 0.7 147
MD - Elong. @ Max. Load (%) - B 103 114 103 113 113 109 6
MD - Elong. @ Max. Load (%) - E 90 86 84 87 84 86 2 79
TD - Elong. @ Max. Load (%) - B 108 112 117 104 113 111 5
TD - Elong. @ Max. Load (%) - E 77 79 81 85 75 79 4 72
B - Baseline Unexposed
E - Exposed
MD Machine Direction TD Transverse Direction
page 3 of 7
GCL TEST RESULTS
TRI Client: Solmax
Project: Yearly Testing - Oven Aging
Material: GCL
Sample Identification: 8 oz Nonwoven Cap # 2027714119
TRI Log #: 24-000799
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5
Oven Aging (ASTM D5271/ GRI GCL 3)
Strength Retained measured via strip tensile (ASTM D 5035)PERCENT
RETAINED
MD - Tensile Strength (lbs) - B 52 68 51 61 66 59 8
MD - Tensile Strength (ppi) - B 25.8 34.0 25.4 30.3 33.1 29.7 4.0
MD - Tensile Strength (N) - B 230 303 226 269 294 264 35
MD - Tensile Strength (kN/m) - B 4.5 6.0 4.5 5.3 5.8 5.2 0.7
MD - Tensile Strength (lbs) - E 70.2 67.4 64.4 66.7 56.3 65.0 5.3
MD - Tensile Strength (ppi) - E 35.1 33.7 32.2 33.4 28.1 32.5 2.6
MD - Tensile Strength (N) - E 312 300 287 297 250 289 24
MD - Tensile Strength (kN/m) - E 6.1 5.9 5.6 5.8 4.9 5.7 0.5 109
TD - Tensile Strength (lbs) - B 118 134 145 124 143 133 12
TD - Tensile Strength (ppi) - B 59.2 67.0 72.7 62.2 71.7 66.6 5.9
TD - Tensile Strength (N) - B 527 596 647 554 638 592 52
TD - Tensile Strength (kN/m) - B 10.4 11.7 12.7 10.9 12.6 11.7 1.0
TD - Tensile Strength (lbs) - E 174 188 181 214 168 185.1 18.0
TD - Tensile Strength (ppi) - E 87 94 90 107 84 92.5 9.0
TD - Tensile Strength (N) - E 776 836 805 954 747 823.5 80.1
TD - Tensile Strength (kN/m) - E 15.3 16.4 15.8 18.8 14.7 16.2 1.6 139
MD - Elong. @ Max. Load (%) - B 108 125 119 130 131 123 10
MD - Elong. @ Max. Load (%) - E 95 99 104 97 92 97 4 79
TD - Elong. @ Max. Load (%) - B 89 96 89 92 102 94 6
TD - Elong. @ Max. Load (%) - E 68 65 72 72 76 71 4 75
B - Baseline Unexposed
E - Exposed
MD Machine Direction TD Transverse Direction
page 4 of 7
GCL TEST RESULTS
TRI Client: Solmax
Project: Yearly Testing - Oven Aging
Material: GCL
Sample Identification: 3 oz Woven Carrier # 2012831906
TRI Log #: 24-000799
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5
Oven Aging (ASTM D5271/ GRI GCL 3)
Strength Retained measured via strip tensile (ASTM D 5035)PERCENT
RETAINED
MD - Tensile Strength (lbs) - B 319 312 304 306 325 313 9
MD - Tensile Strength (ppi) - B 159 156 152 153 162 156.5 4.3
MD - Tensile Strength (N) - B 1419 1390 1353 1360 1444 1393 39
MD - Tensile Strength (kN/m) - B 27.9 27.4 26.6 26.8 28.4 27.4 0.8
MD - Tensile Strength (lbs) - E 271 266 284 249 269 268.0 12.7
MD - Tensile Strength (ppi) - E 136 133 142 124 135 134.0 6.4
MD - Tensile Strength (N) - E 1208 1185 1265 1107 1197 1192 57
MD - Tensile Strength (kN/m) - E 23.8 23.3 24.9 21.8 23.6 23.5 1.1 86
TD - Tensile Strength (lbs) - B 303 330 307 328 321 318 12
TD - Tensile Strength (ppi) - B 152 165 154 164 161 158.9 6.0
TD - Tensile Strength (N) - B 1349 1467 1367 1458 1430 1414 53
TD - Tensile Strength (kN/m) - B 26.6 28.9 26.9 28.7 28.2 27.8 1.1
TD - Tensile Strength (lbs) - E 236 229 239 240 238 236.6 4.3
TD - Tensile Strength (ppi) - E 118 115 119 120 119 118.3 2.1
TD - Tensile Strength (N) - E 1052 1020 1063 1067 1061 1052.8 19.1
TD - Tensile Strength (kN/m) - E 20.7 20.1 20.9 21.0 20.9 20.7 0.4 74
MD - Elong. @ Max. Load (%) - B 23 23 22 24 25 23 1
MD - Elong. @ Max. Load (%) - E 19 19 20 17 18 19 1 81
TD - Elong. @ Max. Load (%) - B 17 17 18 18 20 18 1
TD - Elong. @ Max. Load (%) - E 12 11 11 11 12 11 0 63
B - Baseline Unexposed
E - Exposed
MD Machine Direction TD Transverse Direction
page 5 of 7
GCL TEST RESULTS
TRI Client: Solmax
Project: Yearly Testing - Oven Aging
Material: GCL
Sample Identification: 3 oz Woven Carrier # F3WE03520-018
TRI Log #: 24-000799
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5
Oven Aging (ASTM D5271/ GRI GCL 3)
Strength Retained measured via strip tensile (ASTM D 5035)PERCENT
RETAINED
MD - Tensile Strength (lbs) - B 251 229 241 249 248 244 9
MD - Tensile Strength (ppi) - B 125 114 121 124 124 121.8 4.5
MD - Tensile Strength (N) - B 1115 1019 1072 1107 1105 1084 40
MD - Tensile Strength (kN/m) - B 22.0 20.1 21.1 21.8 21.8 21.3 0.8
MD - Tensile Strength (lbs) - E 235 237 230 235 240 235.4 3.7
MD - Tensile Strength (ppi) - E 118 118 115 118 120 117.7 1.9
MD - Tensile Strength (N) - E 1046 1052 1023 1048 1069 1047 17
MD - Tensile Strength (kN/m) - E 20.6 20.7 20.1 20.6 21.0 20.6 0.3 97
TD - Tensile Strength (lbs) - B 208 223 187 191 215 205 15
TD - Tensile Strength (ppi) - B 104 111 94 95 108 102.4 7.6
TD - Tensile Strength (N) - B 924 991 833 850 957 911 68
TD - Tensile Strength (kN/m) - B 18.2 19.5 16.4 16.7 18.8 17.9 1.3
TD - Tensile Strength (lbs) - E 153 152 169 173 165 162.4 9.4
TD - Tensile Strength (ppi) - E 76.6 76.1 84.5 86.6 82.3 81.2 4.7
TD - Tensile Strength (N) - E 682 678 752 771 732 722.8 41.7
TD - Tensile Strength (kN/m) - E 13.4 13.3 14.8 15.2 14.4 14.2 0.8 79
MD - Elong. @ Max. Load (%) - B 22 21 19 21 21 21 1
MD - Elong. @ Max. Load (%) - E 19 19 18 20 19 19 1 90
TD - Elong. @ Max. Load (%) - B 17 15 13 14 14 15 2
TD - Elong. @ Max. Load (%) - E 10 12 11 11 12 11 1 77
B - Baseline Unexposed
E - Exposed
MD Machine Direction TD Transverse Direction
page 6 of 7
GCL TEST RESULTS
TRI Client: Solmax
Project: Yearly Testing - Oven Aging
Material: GCL
Sample Identification: 6 oz Fuzzywoven Carrier # 2027708521
TRI Log #: 24-000799
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5
Oven Aging (ASTM D5271/ GRI GCL 3)
Strength Retained measured via strip tensile (ASTM D 5035)PERCENT
RETAINED
MD - Tensile Strength (lbs) - B 216 249 232 235 239 234 12
MD - Tensile Strength (ppi) - B 108 124 116 117 120 117.1 6.0
MD - Tensile Strength (N) - B 961 1108 1033 1045 1064 1042 53
MD - Tensile Strength (kN/m) - B 18.9 21.8 20.3 20.6 20.9 20.5 1.1
MD - Tensile Strength (lbs) - E 203 218 220 195 201 207.1 11.0
MD - Tensile Strength (ppi) - E 101 109 110 97 100 103.6 5.5
MD - Tensile Strength (N) - E 902 970 977 866 894 922 49
MD - Tensile Strength (kN/m) - E 17.7 19.1 19.2 17.0 17.6 18.1 1.0 88
TD - Tensile Strength (lbs) - B 264 269 265 261 258 263 4
TD - Tensile Strength (ppi) - B 132 134 133 131 129 131.7 2.1
TD - Tensile Strength (N) - B 1176 1197 1181 1162 1146 1172 19
TD - Tensile Strength (kN/m) - B 23.1 23.6 23.2 22.9 22.6 23.1 0.4
TD - Tensile Strength (lbs) - E 276 254 255 278 259 264.3 11.6
TD - Tensile Strength (ppi) - E 138 127 127 139 129 132.2 5.8
TD - Tensile Strength (N) - E 1228 1132 1134 1236 1151 1176.3 51.7
TD - Tensile Strength (kN/m) - E 24.2 22.3 22.3 24.3 22.7 23.2 1.0 100
MD - Elong. @ Max. Load (%) - B 17 18 17 17 18 17 1
MD - Elong. @ Max. Load (%) - E 16 16 15 15 15 15 1 89
TD - Elong. @ Max. Load (%) - B 12 13 13 14 13 13 1
TD - Elong. @ Max. Load (%) - E 13 12 12 13 12 12 1 94
B - Baseline Unexposed
E - Exposed
MD Machine Direction TD Transverse Direction
page 7 of 7
Client:TRI Log #:
Project:
Material:
Sample ID:
X
Scenario 1—Hydrated/Saturated with Water Prior to contact with Test Liquid
Scenario 2—Hydrated/Saturated with Test Liquid
Diameter (in)3.99 3.99
Clay Thickness (in)0.14 0.19
7
Pore Volumes
Test Duration (Days)
2.17
LOT# 1020824C
GCL Compatibility Test (ASTM D6766)
Solmax 24-000680-01
Yearly Testing
Bentonite
(2): Hydraulic Conductivity, k, corrected to 20oC
Jeffrey A. Kuhn, Ph.D., P.E, 5/10/2024
Quality Review / Date
Gs (assumed)2.60
1.00
(1): Average values obtained from the last 3 readings.
Porosity, n 1.00
Approximate Pore Volume (cc)29.4 39.6
Flux, qt (m3/m2)/s 2.3E-08
Hydraulic Conductivity, k20(1,2) (cm/s)8.2E-09
Moisture Content (%)9.6 102.3
Initial Final
PermeationSpecimen Properties
Test Liquid Description 0.05 M CaCl2
Max. Effective Stress (psi)5.0
Specimen
10-12
10-11
10-10
10-9
10-8
10-7
10-6
0.0
0.5
1.0
1.5
2.0
2.5
0 1 2 3 4 5 6 7 8
Po
r
e

V
o
l
u
m
e
s
Fl
u
x

(
m
3/m
2)/
s
Time (Days)
Flux, q [(m^3/m^2)/s]
Hydraulic Conductivity, Ksat (cm/s)
PV
1.E-12
1.E-11
1.E-10
1.E-09
1.E-08
1.E-07
1.E-06
0.0 0.5 1.0 1.5 2.0 2.5 3.0
k20,
cm/sec
Pore Volumes
Page 1 of 2
Client:TRI Log #:
Project:
Material:
GCL Compatibility Test (ASTM D6766)
Solmax 24-000680-01
Yearly Testing
Bentonite
2.33E-08 2.25E-08 8.5 0.96 8.85E-097.3 2.17 270.2 1.30 1.60
2.48E-08 2.07E-08 11.1 0.84 8.82E-096.9 1.99 279.2 1.60 1.60
1.93E-08 1.86E-08 9.8 0.97 7.07E-096.3 1.66 283.4 1.25 2.00
1.80E-08 1.70E-08 8.1 0.94 6.39E-095.9 1.53 290.1 1.42 2.00
1.86E-08 1.57E-08 21.0 0.84 6.57E-095.3 1.29 294.3 2.00 2.00
1.43E-08 1.30E-08 18.8 0.91 4.98E-094.9 1.13 299.6 1.88 4.00
1.42E-08 1.09E-08 16.2 0.77 5.01E-094.3 0.92 302.6 1.17 4.00
1.04E-08 9.40E-09 8.5 0.90 3.36E-093.3 0.83 320.0 4.00 4.00
8.13E-09 8.67E-09 -4.3 1.07 2.53E-092.9 0.72 323.0 2.25 2.25
9.65E-09 9.06E-09 0.6 0.94 3.02E-092.3 0.59 325.1 2.00 2.33
8.22E-09 9.01E-09 -31.9 1.10 2.58E-091.9 0.51 328.1 2.25 2.33
9.31E-09 1.32E-08 -1.42 2.90E-091.3 0.39 330.4 2.33 2.75
9.49E-09 ---3.93E-090.9 0.29 333.9 2.00 -
2.09E-08 ---6.20E-090.3 0.15 337.4 2.75 -
k20
(cm/s)
Step
Maximum of
Previous Three
Readings
Step
Average of
Previous Three
Readings
Time
(days)
Pore
Volumes
Gradient, i
(m/m)
Qin / Qout Flux (m3/m2)/s
Percent
Change in
Average
Flux
Flux Step / Flux
Average
Page 2 of 2
Customer:
Customer P.O.#:Project:
Product:
Test Method Unit Value Qualifier
ASTM D 5199 mil 250 MAV
6
ASTM D 4218 % 2.0 - 3.0 Range
ASTM D 7179 lbs/in 75 MAV
ASTM D 12382 g/10 min 1.0 Maximum
ASTM D 1505 g/cm3 0.94 MAV
ASTM D 4716 m2/sec 2.25 x 10-3 MAV
ASTM D 7005 lb/in 1.0 MAV
ASTM D 4716 m2/sec 9.0 x 10-4 MAV
ASTM D 5261 oz/yd2 8.0 MARV
5
ASTM D 4632 lbs 225 MARV
ASTM D 4632 % 50 MARV
ASTM D 4533 lbs 90 MARV
ASTM D 6241 lbs 600 MARV
ASTM D 4491 gpm/ft2 100 MARV
ASTM D 4491 sec-1 1.26 MARV
ASTM D 4491 cm/sec 0.3 MARV
ASTM D 4751 US Sieve 80 MaxARV
ASTM D 4355 %/hrs 70/500 MARV
Notes:
1a.
1b.
2.
3.
4.
5.
6.
Texas Environmental Plastics, Ltd.202430
Trans Jordan, UT
TN 270-2-8
UV Resistance (Certify Only)
Permeability
AOS
Minium average value
Transmissivity measured using water at 21 +2 o C (70 +4 oF) with a gradient of 1.0 and a confining pressure of 15,000 psf
between steel plates after 15 minutes.
Transmissivity measured using water at 21 +2 o C (70 +4 oF) with a gradient of 0.1 and a confining pressure of 10,000 psf
between steel plates after 15 minutes.
Quality Approval
Geotextile data is provided by the supplier.
MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97.5% of all the
test data.
Geotextile and Geonet properties are prior to lamination.
Condition 190/2.16
Permittivity
Water Flow Rate
Property
Fabric Weight
Geonet3
Grab Elongation
Thickness
Transmissivity1a
Trap Tear Strength
Density
Composite
Carbon Black
Tensile Strength
Melt Flow
December 9, 2024
We hereby certify that the TN 270-2-8 drainage geocomposite, meets or exceeds the project requirements as stated
in the specifications. The properties listed in this section are:
CBR Puncture
Transmissivity1b
Geotextile3 & 4
Ply Adhesion
Grab Strength
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
147471010001 2.67 2.07 9.55 x 10⁻⁴ EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010002 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010003 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010004 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010005 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010006 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010007 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010008 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010009 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010010 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010011 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010012 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010013 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010014 2.67 2.07 9.55 x 10⁻⁴EQUX 620978 0.9516 280 2.52 81 2.71 x 10⁻³
147471010015 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010016 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010017 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010018 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010019 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010020 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010021 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010022 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010023 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010024 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
Trans Jordan, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 270-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Roll Number Thickness
(mils)
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Trans Jordan, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 270-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Roll Number Thickness
(mils)
147471010025 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010026 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010027 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010028 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010029 2.75 2.01 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.29 89 2.71 x 10⁻³
147471010030 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010031 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010032 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010033 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010034 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010035 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010036 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010037 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010038 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010039 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010040 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010041 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010042 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010043 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010044 1.77 2.10 9.55 x 10⁻⁴EQUX 620978 0.9514 273 2.54 95 2.71 x 10⁻³
147471010045 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010046 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010047 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010048 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Trans Jordan, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 270-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Roll Number Thickness
(mils)
147471010049 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010050 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010051 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010052 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010053 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010054 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010055 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010056 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010057 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010058 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010059 2.40 2.66 9.55 x 10⁻⁴EQUX 620978 0.9517 276 2.33 86 2.71 x 10⁻³
147471010060 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010061 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010062 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010063 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010064 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010065 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010066 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010067 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010068 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010069 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010070 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010071 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010072 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Trans Jordan, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 270-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Roll Number Thickness
(mils)
147471010073 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010074 2.59 2.92 9.55 x 10⁻⁴EQUX 620978 0.9515 272 2.37 82 2.71 x 10⁻³
147471010075 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010076 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010077 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010078 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010079 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010080 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010081 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010082 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010083 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010084 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010085 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010086 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010087 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010088 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010089 2.06 2.75 9.55 x 10⁻⁴EQUX 620978 0.9519 278 2.43 88 2.71 x 10⁻³
147471010090 2.63 1.92 9.37 x 10⁻⁴ EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010091 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010092 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010093 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010094 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010095 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010096 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Trans Jordan, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 270-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Roll Number Thickness
(mils)
147471010097 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010098 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010099 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010100 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010101 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010102 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010103 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010104 2.63 1.92 9.37 x 10⁻⁴EQUX 620978 0.9517 277 2.30 94 2.56 x 10⁻³
147471010105 2.42 2.13 9.37 x 10⁻⁴EQUX 620978 0.9515 275 2.42 98 2.56 x 10⁻³
147471010106 2.42 2.13 9.37 x 10⁻⁴EQUX 620978 0.9515 275 2.42 98 2.56 x 10⁻³
147471010107 2.42 2.13 9.37 x 10⁻⁴EQUX 620978 0.9515 275 2.42 98 2.56 x 10⁻³
147471010108 2.42 2.13 9.37 x 10⁻⁴EQUX 620978 0.9515 275 2.42 98 2.56 x 10⁻³
147471010109 2.42 2.13 9.37 x 10⁻⁴EQUX 620978 0.9515 275 2.42 98 2.56 x 10⁻³
147471010110 2.42 2.13 9.37 x 10⁻⁴EQUX 620978 0.9515 275 2.42 98 2.56 x 10⁻³
147471010111 2.42 2.13 9.37 x 10⁻⁴EQUX 620978 0.9515 275 2.42 98 2.56 x 10⁻³
147471010112 2.42 2.13 9.37 x 10⁻⁴EQUX 620978 0.9515 275 2.42 98 2.56 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Customer Name :Texas Environmental Plastics, Ltd.
Project Name :Trans Jordan, UT
Geocomposite Manufacturer :SKAPS Industries
Geocomposite Production Plant :Commerce, GA
Geocomposite Brand Name :TN 270-2-8
Density ASTM D1505 g/cm3 0.9500 0.9469
Melt flow Index ASTM D1238(a)g/10 min 0.25 0.19
(a) Condition 190/2.16
* Data from SKAPS Quality Control
POLYETHYLENE RESIN CERTIFICATION
Tested
Value*Property
We hereby certify the following test results for the above referenced product/project:
Test
Method
Resin
Manufacturer
Value
EQUX 620978
UnitsResin
Lot Number
Matrix Polymers
Resin
Manufacturer
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:TN 270-2-8Project :Trans Jordan, UT
Side A 8.50 226 70 243 85 99 109 651 80 101 0.41 1.35
Side B 8.10 225 72 244 80 104 113 733 80 101 0.41 1.35
Side A 8.11 232 74 239 82 96 105 662 80 101 0.41 1.35
Side B 8.42 230 73 242 81 98 119 746 80 101 0.41 1.35
Side A 8.42 230 73 242 81 98 119 746 80 101 0.41 1.35
Side B 8.27 228 75 234 77 102 110 658 80 101 0.41 1.35
Side A 8.50 226 70 243 85 99 109 651 80 101 0.41 1.35
Side B 8.52 229 75 237 81 102 104 718 80 101 0.41 1.35
147471010060
147471010090
147471010030
147471010001
GEOCOMP
ROLL#
PERM-
ITY
sec-1
PERM-
ABL
cm/sec
AOS
us sieve
GRAB
lbs.
(XMD)
GRAB
ELG %
(XMD)
CBR
PUNCTURE
lbs
WATER-
FLOW
gpm/ft2
Geotextile Certification
GRAB
lbs.
(MD)
GRAB
ELG %
(MD)
TRAP
lbs.
(MD)
WEIGHT
oz/yd2
We hereby certify the following test results for the above referenced product/project :
TRAP
lbs.
(XMD)
FABRIC
SIDE
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Roll List
Customer:Texas Environmental Plastics S.O.#SO00023279
Project:Trans-Jordan LF Phase E Closure Item Number:FG-HDMSDS100BBBEG
Destination:South Jordan, UT Liner Type:HDPE DS MicroSpike 100mil Black GM13
Report Date:12-Sep-2024 12:57 AM Roll Count:2 (From 1 To 2) Total area 15,410 sf
For Questions, Please Contact:Lab Manager, Fernley
Ryan Steele
775-835-8282Ext 2015
Ryan Steele, Lab Manager
#Roll Number Prod. Date Width Length Area Weight Resin Lot#3rd PartyConformance Sample Size
1 FNC0141000003 09/12/24 23 335 7,705 4110 PRF820090 Not Required
2 FNC0141000004 09/12/24 23 335 7,705 4050 PRF820090 Not Required
Page:1/1
Geomembrane Quality Certification
Customer:Texas Environmental Plastics S.O.#SO00023279
Project:Trans-Jordan LF Phase E Closure Item Number:FG-HDMSDS100BBBEG
Destination:South Jordan, UT Liner Type:HDPE DS MicroSpike 100mil Black GM13
Report Date:12-Sep-2024 12:52 AM Roll Count:2 (From 1 To 2)
PRF820090
PRF820090
98
96
102
99
102
99
99
100
32
31
26
29
194
194
0.946
0.946
0.27
0.27
2.4
2.4
10
10
271
271
19
19
301
301
499
499
279
279
18
18
323
323
602
602
96
96
91
91
215
215
Pending
Pending
For Questions, Please Contact:Lab Manager, Fernley
Ryan Steele
775-835-8282Ext 2015
Ryan Steele, Lab Manager
#Roll Number Prod.Date Width(ft)Length(ft)Area(sqft)Weight(lb)Resin Lot#
ASTM D5994
Th
i
c
k
n
e
s
s
-
M
i
n
mil
Th
i
c
k
n
e
s
s
-
A
v
g
mil
ASTM D5199
Le
f
t

E
d
g
e

T
h
i
c
k
n
e
s
s
mil
Ri
g
h
t

E
d
g
e

T
h
i
c
k
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ASTMD1238
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ASTMD4218
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ASTM D6693
Te
n
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ASTMD5397
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1 FNC0141000003 09/12/24 23 335 7705 4110
2 FNC0141000004 09/12/24 23 335 7705 4050
Page:1/1
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PRF820090 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.27 g/10min
HLMI Flow Rate ASTM D1238 21 g/10min
Density D1505 or D4883 0.938 g/cm3
Pellet Count PPC-SOP-0028 33 pelet/gram
Production Date 06/02/2024____________________________________________________________________________

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.
Steven Beck
Quality Systems Coordinator
For CoA questions contact Leslie Dziamara at [phone]
AGRU AMERICA INC:FERNLEY
2000 Newlands Dr E
FERNLEY NV 89408-8944
USA
Recipient: PALMER
Fax:
CoA Date: 07/31/2024
Delivery #: 81194217
Page 1 of 1
PO #: 21787
Weight: 195200.000 LB
Ship Date: 07/31/2024
Package: BULK
Mode: Hopper Car
Car #: SHPX463878
Seal No: 392149
Shipped To:
Certificate of Analysis
NOTICES
Technical Information - By using any Technical Information contained herein, Recipient agrees that said Technical Information is given by CPChem for
convenience only, without any warranty or guarantee of any kind, and is accepted and used at your sole risk. Recipients are encouraged to verify independently
any such information to their reasonable satisfaction. As used in this paragraph, "Technical Information" includes any technical advice, recommendations,
testing, or analysis, including, without limitation, information as it may relate to the selection of a product for a specific use and application.

November 12, 2021
Filename: Agru Oven and QUV Exposure for HP-OIT Testing_2021_111221.pdf

Nathan Ivy - Corporate Quality Control/Technical Manager
Agru America, Inc.
800 Rockmead #122
Kingwood, TX 77339
281-358-4741

Dear Mr. Ivy:

Please recall your request for testing of oven-exposed and UV-exposed geomembrane samples produced
primarily from Marlex® 7104 LLDPE and Marlex® K307 MDPE. Agru blended other components with
each of these polyethylenes to produce the geomembrane samples for testing. Geomembrane samples
have been received from Agru, and test specimens were taken from the smooth areas of the samples. Test
results are reported on the following two pages. The samples were tested for HP-OIT in their as-received
condition and were also tested after oven and UV exposures of 90 days and 1600 hours of irradiance,
respectively, in accordance with GRI-GM13 and GRI-GM17 requirements.

The following geomembrane sheet samples were received from Agru in July 2021 and were reported to
be primarily composed of each of the Chevron Phillips Chemical Company grades in the description
below:

• Marlex® K307 Lot # PND821550, Agru Roll # GTC0078250016, black sheet, smooth, nominal
0.057” thick.

• Marlex® 7104 Lot # DNE810980, Agru Roll # GTA0077190117, black sheet, textured, nominal
0.055” thick.

The exposure and testing conditions along with the corresponding test results are tabulated on the next
two pages. GM-13 and GM-17 require a minimum % HP-OIT retention after a 90-day oven exposure and
after a 1600-hour UV irradiance exposure. These test results indicate the GM-13 and GM-17 minimum
% HP-OIT retentions were exceeded by the Agru-supplied K307 and 7104 sheet samples, respectively.

If you have any questions, please feel free to contact me (contact information given above).

Sincerely,

Vergil Rhodes
Polyethylene Technical Service and Applications Development, Geomembrane

Vergil H. Rhodes, PE, CPlasT - Tech Svc & App Dev Engineer, Geomembranes
Highways 60 & 123, Bartlesville Research and Technology Center, Room 103 PTC
Bartlesville, OK 74003
◼539-529-4279 ◼[e-mail] ◼Fax: [phone] ◼ www.cpchem.com

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

Page 2
Filename: Agru Oven and QUV Exposure for HP-OIT Testing_2021_111221.docx

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

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

Oven Aging Results:
Sample Initial
HP-OIT
(min)
HP-OIT after
90 days of
oven aging.
(min)
% HP-OIT
Retained
after 90 days
of oven aging.
GRI-GM13 and GRI-GM17
minimum % HP-OIT
requirements after 90 days
of oven aging.
K307 Lot # PND821550,
Agru Roll # GTC0078250016,
black sheet, smooth,
nominal 0.057” thick
1313 1174 89.4% GRI-GM13:
% HP-OIT: 80% minimum
7104 Lot # DNE810980,
Agru Roll # GTA0077190117,
black sheet, textured,
nominal 0.055” thick
973 802 82.4% GRI-GM17:
% HP-OIT: 60% minimum

Continued on Page 3 - - -

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

Page 3
Filename: Agru Oven and QUV Exposure for HP-OIT Testing_2021_111221.docx

UV Aging Results:
Sample Initial
HP-OIT
(min)
HP-OIT after
1600 hrs of
UV exposure.
(min)
% HP-OIT
Retained after
1600 hrs of UV
exposure.
GRI-GM13 and GRI-GM17
minimum % HP-OIT
requirements after 1600
hours of UV exposure.
K307 Lot # PND821550,
Agru Roll # GTC0078250016,
black sheet, smooth,
nominal 0.057” thick
1313 1053 80.2% GRI-GM13:
% HP-OIT: 50% minimum
7104 Lot # DNE810980,
Agru Roll # GTA0077190117,
black sheet, textured,
nominal 0.055” thick
973 768 78.9% GRI-GM17:
% HP-OIT: 35% minimum
Notes:

• 1600 hours of UV exposure in accordance with ASTM D7238 implies a total UV chamber residence time of 1920 hours, e.g., 1600 hours of
irradiance and 320 hours of darkness with condensation.

• Sheet samples were aged with the shiny side of the sheet facing the UV bulbs.

Roll List
Customer:Texas Environmental Plastics S.O.#SO00023279
Project:Trans-Jordan LF Phase E Closure Item Number:FG-HDMSDS060WBBEG
Destination:South Jordan, UT Liner Type:HDPE DS MicroSpike 60mil Black White GM13
Report Date:23-Sep-2024 5:49 AM Roll Count:57 (From 1 To 57) Total area 707,940 sf
#Roll Number Prod. Date Width Length Area Weight Resin Lot#3rd PartyConformance Sample Size
1 FNB0096950166 06/20/22 23 540 12,420 3924 PPE820570 Not Required
2 FNB0096950195 06/22/22 23 540 12,420 3892 PPB821780 Not Required
3 FNB0096950238 06/24/22 23 540 12,420 3948 PPB821540 Not Required
4 FNB0141020002 09/19/24 23 540 12,420 4010 PRE821700 Not Required
5 FNB0141020003 09/19/24 23 540 12,420 4008 PRE821700 Not Required
6 FNB0141020004 09/19/24 23 540 12,420 3984 PRE821700 Not Required
7 FNB0141020005 09/20/24 23 540 12,420 3988 PRE821700 Not Required
8 FNB0141020006 09/20/24 23 540 12,420 3984 PRE821700 Not Required
9 FNB0141020007 09/20/24 23 540 12,420 3990 PRE821700 Not Required
10 FNB0141020008 09/20/24 23 540 12,420 3992 PRE821700 Not Required
11 FNB0141020009 09/20/24 23 540 12,420 3984 PRE821700 Not Required
12 FNB0141020010 09/20/24 23 540 12,420 3986 PRE821540 Not Required
13 FNB0141020011 09/20/24 23 540 12,420 3990 PRE821540 Not Required
14 FNB0141020012 09/20/24 23 540 12,420 3998 PRE821540 Not Required
15 FNB0141020013 09/20/24 23 540 12,420 3992 PRE821540 Not Required
16 FNB0141020014 09/20/24 23 540 12,420 3988 PRE821540 Not Required
17 FNB0141020015 09/20/24 23 540 12,420 3984 PRE821540 Not Required
18 FNB0141020016 09/20/24 23 540 12,420 3988 PRE821540 Not Required
19 FNB0141020017 09/20/24 23 540 12,420 3956 PRE821540 Not Required
20 FNB0141020018 09/20/24 23 540 12,420 3958 PRE821540 Not Required
21 FNB0141020019 09/20/24 23 540 12,420 3960 PRE821540 Not Required
22 FNB0141020020 09/20/24 23 540 12,420 3960 PRE821540 Not Required
23 FNB0141020021 09/20/24 23 540 12,420 3964 PRE821540 Not Required
24 FNB0141020022 09/21/24 23 540 12,420 3962 PRE821540 Not Required
25 FNB0141020023 09/21/24 23 540 12,420 3970 PRE821540 Not Required
26 FNB0141020024 09/21/24 23 540 12,420 3972 PRE821540 Not Required
27 FNB0141020025 09/21/24 23 540 12,420 3974 PRE821540 Not Required
28 FNB0141020026 09/21/24 23 540 12,420 3982 PRE821540 Not Required
29 FNB0141020027 09/21/24 23 540 12,420 3986 PRE821540 Not Required
30 FNB0141020028 09/21/24 23 540 12,420 3982 PRE821540 Not Required
31 FNB0141020029 09/21/24 23 540 12,420 3986 PRE821540 Not Required
32 FNB0141020030 09/21/24 23 540 12,420 3986 PRE821540 Not Required
33 FNB0141020031 09/21/24 23 540 12,420 3982 PRE821540 Not Required
34 FNB0141020032 09/21/24 23 540 12,420 3980 PRE821540 Not Required
35 FNB0141020033 09/21/24 23 540 12,420 3972 PRE821540 Not Required
36 FNB0141020034 09/21/24 23 540 12,420 3976 PRE821540 Not Required
37 FNB0141020035 09/21/24 23 540 12,420 3972 PRE821540 Not Required
38 FNB0141020036 09/21/24 23 540 12,420 3968 PRE821540 Not Required
39 FNB0141020037 09/21/24 23 540 12,420 3984 PRE821540 Not Required
40 FNB0141020038 09/21/24 23 540 12,420 3996 PRE821540 Not Required
41 FNB0141020039 09/22/24 23 540 12,420 4002 PRE821540 Not Required
42 FNB0141020040 09/22/24 23 540 12,420 3994 PRE821540 Not Required
43 FNB0141020041 09/22/24 23 540 12,420 3970 PRE821540 Not Required
Page:1/2
For Questions, Please Contact:Lab Manager, FernleyRyan Steele
775-835-8282
Ext 2015
Ryan Steele, Lab Manager
#Roll Number Prod. Date Width Length Area Weight Resin Lot#3rd Party
Conformance Sample Size
44 FNB0141020042 09/22/24 23 540 12,420 3952 PRE821540 Not Required
45 FNB0141020043 09/22/24 23 540 12,420 3950 PRE821540 Not Required
46 FNB0141020044 09/22/24 23 540 12,420 3952 PRE821540 Not Required
47 FNB0141020045 09/22/24 23 540 12,420 3950 PRE821540 Not Required
48 FNB0141020046 09/22/24 23 540 12,420 3950 PRE821540 Not Required
49 FNB0141020047 09/22/24 23 540 12,420 3954 PRE821540 Not Required
50 FNB0141020048 09/22/24 23 540 12,420 3938 PRE821540 Not Required
51 FNB0141020049 09/22/24 23 540 12,420 3960 PRE821540 Not Required
52 FNB0141020050 09/22/24 23 540 12,420 3960 PRE821540 Not Required
53 FNB0141020051 09/22/24 23 540 12,420 3956 PRE821540 Not Required
54 FNB0141020052 09/22/24 23 540 12,420 3958 PRE821540 Not Required
55 FNB0141020053 09/22/24 23 540 12,420 3850 PRE821540 Not Required
56 FNB0141020054 09/22/24 23 540 12,420 3998 PRE821540 Not Required
57 FNB0141020055 09/22/24 23 540 12,420 4060 PRE821540 Not Required
Page:2/2
Geomembrane Quality Certification
Customer:Texas Environmental Plastics S.O.#SO00023279
Project:Trans-Jordan LF Phase E Closure Item Number:FG-HDMSDS060WBBEG
Destination:South Jordan, UT Liner Type:HDPE DS MicroSpike 60mil Black White GM13
Report Date:23-Sep-2024 5:45 AM Roll Count:57 (From 1 To 57)
PPE820570
PPB821780
PPB821540
PRE821700
PRE821700
PRE821700
PRE821700
PRE821700
PRE821700
PRE821700
PRE821700
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
14
8
8
13
13
2474553
2474715
2476248
2477207
2478310
56
58
56
55
54
56
54
54
54
56
54
56
54
56
56
55
56
57
55
55
56
56
55
56
56
54
55
55
56
56
56
60
60
62
57
57
57
58
58
58
58
58
59
59
58
58
58
58
59
57
58
58
59
57
57
58
57
57
58
58
57
60
59
59
60
59
58
60
58
64
60
61
59
60
59
59
58
58
60
58
65
62
61
61
59
58
61
61
60
60
61
61
60
60
61
60
60
61
62
60
59
61
60
61
60
59
59
61
64
59
61
63
61
61
62
62
62
62
28
30
31
31
32
33
30
29
32
31
32
32
31
31
31
32
31
32
32
33
32
32
33
33
32
32
31
33
34
33
37
32
32
33
35
35
34
31
32
34
33
32
32
34
34
33
35
33
33
35
33
34
31
32
34
34
33
34
32
36
33
36
213
218
218
184
184
184
184
184
184
184
184
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
0.945
0.947
0.945
0.950
0.950
0.950
0.950
0.950
0.950
0.950
0.950
0.946
0.946
0.948
0.948
0.948
0.948
0.948
0.946
0.946
0.946
0.946
0.946
0.948
0.948
0.948
0.948
0.948
0.948
0.948
0.948
0.25
0.30
0.23
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
2.4
2.7
2.8
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.6
2.5
2.5
2.7
2.7
2.7
2.6
2.6
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.6
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
145
142
143
147
147
147
147
147
146
146
146
146
146
145
145
145
145
145
147
147
147
147
147
143
143
143
143
143
146
146
146
21
23
21
17
17
17
17
17
20
20
20
20
20
22
22
22
22
22
20
20
20
20
20
22
22
22
22
22
22
22
22
185
190
198
191
191
191
191
191
183
183
183
183
183
182
182
182
182
182
168
168
168
168
168
179
179
179
179
179
187
187
187
438
445
452
582
582
582
582
582
447
447
447
447
447
444
444
444
444
444
408
408
408
408
408
435
435
435
435
435
440
440
440
154
149
151
146
146
146
146
146
153
153
153
153
153
159
159
159
159
159
152
152
152
152
152
152
152
152
152
152
155
155
155
16
16
16
23
23
23
23
23
17
17
17
17
17
16
16
16
16
16
16
16
16
16
16
17
17
17
17
17
17
17
17
178
171
184
203
203
203
203
203
183
183
183
183
183
175
175
175
175
175
184
184
184
184
184
189
189
189
189
189
187
187
187
541
519
552
452
452
452
452
452
576
576
576
576
576
542
542
542
542
542
571
571
571
571
571
583
583
583
583
583
572
572
572
55
55
54
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
55
55
55
55
55
55
55
55
51
55
51
54
54
54
54
54
54
54
54
54
54
52
52
52
52
52
52
52
52
52
52
50
50
50
50
50
50
50
50
139
136
137
135
135
135
135
135
135
135
135
135
135
137
137
137
137
137
137
137
137
137
137
135
135
135
135
135
135
135
135
500
500
500
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
#Roll Number Prod.Date Width(ft)Length(ft)Area(sqft)Weight(lb)Resin Lot#mil
ASTM D5994
Th
i
c
k
n
e
s
s
-
M
i
n
mil
Th
i
c
k
n
e
s
s
-
A
v
g
mil
ASTM D5199
Le
f
t

E
d
g
e

T
h
i
c
k
n
e
s
s
mil
Rig
h
t

E
d
g
e

T
h
i
c
k
n
e
s
s
mil
ASTM D7466
As
p
e
r
i
t
y

(
t
o
p
)
mil
As
p
e
r
i
t
y

(
b
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t
t
o
m
)
mil
ASTMD8117
OI
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minut
ASTMD792
De
n
s
i
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y
g/cc
ASTMD1238
Me
l
t

F
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w
g/10
ASTMD4218
Ca
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b
o
n

C
o
n
t
e
n
t
%
ASTMD5596
Ca
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e
g
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y

1

D
i
s
p
.
Categ
ASTM D6693
Te
n
s
i
l
e

Y
i
e
l
d

S
t
r

(
M
D
)
ppi
Yie
l
d

E
l
o
n
g

(
M
D
)
%
Te
n
s
i
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B
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a
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S
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(
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k

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(
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%
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ASTM D1004
Te
a
r

S
t
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n
g
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(
M
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)
lb
Te
a
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(
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)
lb
ASTMD4833
Pu
n
c
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e

R
e
s
i
s
t
a
n
c
e
lb
ASTMD5397
SP
-
N
C
T
L
hours
1 FNB0096950166 06/20/22 23 540 12420 3924
2 FNB0096950195 06/22/22 23 540 12420 3892
3 FNB0096950238 06/24/22 23 540 12420 3948
4 FNB0141020002 09/19/24 23 540 12420 4010
5 FNB0141020003 09/19/24 23 540 12420 4008
6 FNB0141020004 09/19/24 23 540 12420 3984
7 FNB0141020005 09/20/24 23 540 12420 3988
8 FNB0141020006 09/20/24 23 540 12420 3984
9 FNB0141020007 09/20/24 23 540 12420 3990
10 FNB0141020008 09/20/24 23 540 12420 3992
11 FNB0141020009 09/20/24 23 540 12420 3984
12 FNB0141020010 09/20/24 23 540 12420 3986
13 FNB0141020011 09/20/24 23 540 12420 3990
14 FNB0141020012 09/20/24 23 540 12420 3998
15 FNB0141020013 09/20/24 23 540 12420 3992
16 FNB0141020014 09/20/24 23 540 12420 3988
17 FNB0141020015 09/20/24 23 540 12420 3984
18 FNB0141020016 09/20/24 23 540 12420 3988
19 FNB0141020017 09/20/24 23 540 12420 3956
20 FNB0141020018 09/20/24 23 540 12420 3958
21 FNB0141020019 09/20/24 23 540 12420 3960
22 FNB0141020020 09/20/24 23 540 12420 3960
23 FNB0141020021 09/20/24 23 540 12420 3964
24 FNB0141020022 09/21/24 23 540 12420 3962
25 FNB0141020023 09/21/24 23 540 12420 3970
26 FNB0141020024 09/21/24 23 540 12420 3972
27 FNB0141020025 09/21/24 23 540 12420 3974
28 FNB0141020026 09/21/24 23 540 12420 3982
29 FNB0141020027 09/21/24 23 540 12420 3986
30 FNB0141020028 09/21/24 23 540 12420 3982
31 FNB0141020029 09/21/24 23 540 12420 3986
Page:1/2
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
PRE821540
14
13
14
2479268
2480104
2481513
56
56
56
53
54
56
58
56
56
56
56
54
56
54
54
55
53
53
54
55
55
56
55
54
57
58
58
58
59
59
58
58
59
59
59
59
58
57
59
57
57
57
57
57
57
58
57
58
57
57
60
60
59
62
63
64
59
59
61
59
58
60
61
58
59
57
60
58
61
62
61
61
59
62
61
60
62
60
62
61
61
65
62
61
64
62
61
61
60
60
61
60
59
61
62
62
62
63
61
63
57
63
63
62
32
34
32
31
35
33
34
33
30
31
32
32
31
32
31
32
32
33
33
34
33
33
32
32
32
33
33
34
36
33
34
35
34
35
31
32
32
31
31
35
32
31
35
34
35
35
33
35
34
36
32
34
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
0.948
0.948
0.949
0.949
0.949
0.949
0.949
0.949
0.949
0.949
0.949
0.949
0.946
0.946
0.946
0.946
0.946
0.946
0.946
0.946
0.946
0.946
0.949
0.949
0.949
0.949
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.7
2.7
2.6
2.6
2.6
2.7
2.7
2.6
2.6
2.6
2.6
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
146
146
151
151
151
151
151
147
147
147
147
147
156
156
156
156
156
153
153
153
153
153
153
153
153
153
22
22
22
22
22
22
22
24
24
24
24
24
22
22
22
22
22
22
22
22
22
22
21
21
21
21
187
187
186
186
186
186
186
192
192
192
192
192
187
187
187
187
187
192
192
192
192
192
176
176
176
176
440
440
440
440
440
440
440
440
440
440
440
440
441
441
441
441
441
443
443
443
443
443
413
413
413
413
155
155
167
167
167
167
167
161
161
161
161
161
170
170
170
170
170
163
163
163
163
163
163
163
163
163
17
17
17
17
17
17
17
17
17
17
17
17
16
16
16
16
16
17
17
17
17
17
17
17
17
17
187
187
198
198
198
198
198
187
187
187
187
187
169
169
169
169
169
196
196
196
196
196
184
184
184
184
572
572
563
563
563
563
563
538
538
538
538
538
450
450
450
450
450
574
574
574
574
574
539
539
539
539
55
55
60
60
60
60
60
60
60
60
60
60
62
62
62
62
62
62
62
62
62
62
57
57
57
57
50
50
55
55
55
55
55
55
55
55
55
55
61
61
61
61
61
61
61
61
61
61
53
53
53
53
135
135
136
136
136
136
136
136
136
136
136
136
137
137
137
137
137
137
137
137
137
137
134
134
134
134
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Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
For Questions, Please Contact:Lab Manager, Fernley
Ryan Steele
775-835-8282
Ext 2015
Ryan Steele, Lab Manager
#Roll Number Prod.Date Width(ft)Length(ft)Area(sqft)Weight(lb)Resin Lot#mil
ASTM D5994
Th
i
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s
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mil
Th
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ASTM D1004
Te
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n
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R
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s
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t
a
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lb
ASTMD5397
SP
-
N
C
T
L
hours
32 FNB0141020030 09/21/24 23 540 12420 3986
33 FNB0141020031 09/21/24 23 540 12420 3982
34 FNB0141020032 09/21/24 23 540 12420 3980
35 FNB0141020033 09/21/24 23 540 12420 3972
36 FNB0141020034 09/21/24 23 540 12420 3976
37 FNB0141020035 09/21/24 23 540 12420 3972
38 FNB0141020036 09/21/24 23 540 12420 3968
39 FNB0141020037 09/21/24 23 540 12420 3984
40 FNB0141020038 09/21/24 23 540 12420 3996
41 FNB0141020039 09/22/24 23 540 12420 4002
42 FNB0141020040 09/22/24 23 540 12420 3994
43 FNB0141020041 09/22/24 23 540 12420 3970
44 FNB0141020042 09/22/24 23 540 12420 3952
45 FNB0141020043 09/22/24 23 540 12420 3950
46 FNB0141020044 09/22/24 23 540 12420 3952
47 FNB0141020045 09/22/24 23 540 12420 3950
48 FNB0141020046 09/22/24 23 540 12420 3950
49 FNB0141020047 09/22/24 23 540 12420 3954
50 FNB0141020048 09/22/24 23 540 12420 3938
51 FNB0141020049 09/22/24 23 540 12420 3960
52 FNB0141020050 09/22/24 23 540 12420 3960
53 FNB0141020051 09/22/24 23 540 12420 3956
54 FNB0141020052 09/22/24 23 540 12420 3958
55 FNB0141020053 09/22/24 23 540 12420 3850
56 FNB0141020054 09/22/24 23 540 12420 3998
57 FNB0141020055 09/22/24 23 540 12420 4060
Page:2/2
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PPE820570 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.25 g/10min
HLMI Flow Rate ASTM D1238 23 g/10min
Density D1505 or D4883 0.938 g/cm3
Pellet Count PPC-SOP-0028 29 pelet/gram
Production Date 05/15/2022____________________________________________________________________________

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.
Erin Xiao
Quality Systems Coordinator
For CoA questions contact Leslie Dziamara at [phone]
AGRU AMERICA INC:FERNLEY
2000 Newlands Dr E
FERNLEY NV 89408-8944
USA
Recipient: PALMER
Fax:
CoA Date: 05/19/2022
Delivery #: 80678068
Page 1 of 1
PO #: 19346
Weight: 179300.000 LB
Ship Date: 05/19/2022
Package: BULK
Mode: Hopper Car
Car #: CPCX805100
Seal No: 291480
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PPB821780 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.30 g/10min
HLMI Flow Rate ASTM D1238 20 g/10min
Density D1505 or D4883 0.938 g/cm3
Pellet Count PPC-SOP-0028 23 pelet/gram
Production Date 02/25/2022____________________________________________________________________________

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.
Erin Xiao
Quality Systems Coordinator
For CoA questions contact Leslie Dziamara at [phone]
AGRU AMERICA INC:FERNLEY
2000 Newlands Dr E
FERNLEY NV 89408-8944
USA
Recipient: PALMER
Fax:
CoA Date: 05/23/2022
Delivery #: 80680525
Page 1 of 1
PO #: 19346
Weight: 183700.000 LB
Ship Date: 05/23/2022
Package: BULK
Mode: Hopper Car
Car #: CEFX054204
Seal No: 281514
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PPB821540 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.23 g/10min
HLMI Flow Rate ASTM D1238 22 g/10min
Density D1505 or D4883 0.937 g/cm3
Pellet Count PPC-SOP-0028 23 pelet/gram
Production Date 02/21/2022____________________________________________________________________________

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.
Erin Xiao
Quality Systems Coordinator
For CoA questions contact Leslie Dziamara at [phone]
AGRU AMERICA INC:FERNLEY
2000 Newlands Dr E
FERNLEY NV 89408-8944
USA
Recipient: PALMER
Fax:
CoA Date: 05/23/2022
Delivery #: 80680524
Page 1 of 1
PO #: 19346
Weight: 178300.000 LB
Ship Date: 05/23/2022
Package: BULK
Mode: Hopper Car
Car #: CEFX053704
Seal No: 280446
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PRE821700 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.27 g/10min
HLMI Flow Rate ASTM D1238 24 g/10min
Density D1505 or D4883 0.938 g/cm3
Pellet Count PPC-SOP-0028 24 pelet/gram
Production Date 05/31/2024____________________________________________________________________________

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.
Steven Beck
Quality Systems Coordinator
For CoA questions contact Leslie Dziamara at [phone]
AGRU AMERICA INC:FERNLEY
2000 Newlands Dr E
FERNLEY NV 89408-8944
USA
Recipient: PALMER
Fax:
CoA Date: 08/24/2024
Delivery #: 81210174
Page 1 of 1
PO #: 21863
Weight: 198600.000 LB
Ship Date: 08/24/2024
Package: BULK
Mode: Hopper Car
Car #: CPCX814289
Seal No: 382511
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PRE821540 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.21 g/10min
HLMI Flow Rate ASTM D1238 21 g/10min
Density D1505 or D4883 0.938 g/cm3
Pellet Count PPC-SOP-0028 27 pelet/gram
Production Date 05/29/2024____________________________________________________________________________

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.
Steven Beck
Quality Systems Coordinator
For CoA questions contact Leslie Dziamara at [phone]
AGRU AMERICA INC:FERNLEY
2000 Newlands Dr E
FERNLEY NV 89408-8944
USA
Recipient: PALMER
Fax:
CoA Date: 08/24/2024
Delivery #: 81210172
Page 1 of 1
PO #: 21863
Weight: 199600.000 LB
Ship Date: 08/24/2024
Package: BULK
Mode: Hopper Car
Car #: IARX625321
Seal No: 382524
Shipped To:
Certificate of Analysis
NOTICES
Technical Information - By using any Technical Information contained herein, Recipient agrees that said Technical Information is given by CPChem for
convenience only, without any warranty or guarantee of any kind, and is accepted and used at your sole risk. Recipients are encouraged to verify independently
any such information to their reasonable satisfaction. As used in this paragraph, "Technical Information" includes any technical advice, recommendations,
testing, or analysis, including, without limitation, information as it may relate to the selection of a product for a specific use and application.

November 12, 2021
Filename: Agru Oven and QUV Exposure for HP-OIT Testing_2021_111221.pdf

Nathan Ivy - Corporate Quality Control/Technical Manager
Agru America, Inc.
800 Rockmead #122
Kingwood, TX 77339
281-358-4741

Dear Mr. Ivy:

Please recall your request for testing of oven-exposed and UV-exposed geomembrane samples produced
primarily from Marlex® 7104 LLDPE and Marlex® K307 MDPE. Agru blended other components with
each of these polyethylenes to produce the geomembrane samples for testing. Geomembrane samples
have been received from Agru, and test specimens were taken from the smooth areas of the samples. Test
results are reported on the following two pages. The samples were tested for HP-OIT in their as-received
condition and were also tested after oven and UV exposures of 90 days and 1600 hours of irradiance,
respectively, in accordance with GRI-GM13 and GRI-GM17 requirements.

The following geomembrane sheet samples were received from Agru in July 2021 and were reported to
be primarily composed of each of the Chevron Phillips Chemical Company grades in the description
below:

• Marlex® K307 Lot # PND821550, Agru Roll # GTC0078250016, black sheet, smooth, nominal
0.057” thick.

• Marlex® 7104 Lot # DNE810980, Agru Roll # GTA0077190117, black sheet, textured, nominal
0.055” thick.

The exposure and testing conditions along with the corresponding test results are tabulated on the next
two pages. GM-13 and GM-17 require a minimum % HP-OIT retention after a 90-day oven exposure and
after a 1600-hour UV irradiance exposure. These test results indicate the GM-13 and GM-17 minimum
% HP-OIT retentions were exceeded by the Agru-supplied K307 and 7104 sheet samples, respectively.

If you have any questions, please feel free to contact me (contact information given above).

Sincerely,

Vergil Rhodes
Polyethylene Technical Service and Applications Development, Geomembrane

Vergil H. Rhodes, PE, CPlasT - Tech Svc & App Dev Engineer, Geomembranes
Highways 60 & 123, Bartlesville Research and Technology Center, Room 103 PTC
Bartlesville, OK 74003
◼539-529-4279 ◼[e-mail] ◼Fax: [phone] ◼ www.cpchem.com

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

Page 2
Filename: Agru Oven and QUV Exposure for HP-OIT Testing_2021_111221.docx

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

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

Oven Aging Results:
Sample Initial
HP-OIT
(min)
HP-OIT after
90 days of
oven aging.
(min)
% HP-OIT
Retained
after 90 days
of oven aging.
GRI-GM13 and GRI-GM17
minimum % HP-OIT
requirements after 90 days
of oven aging.
K307 Lot # PND821550,
Agru Roll # GTC0078250016,
black sheet, smooth,
nominal 0.057” thick
1313 1174 89.4% GRI-GM13:
% HP-OIT: 80% minimum
7104 Lot # DNE810980,
Agru Roll # GTA0077190117,
black sheet, textured,
nominal 0.055” thick
973 802 82.4% GRI-GM17:
% HP-OIT: 60% minimum

Continued on Page 3 - - -

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

Page 3
Filename: Agru Oven and QUV Exposure for HP-OIT Testing_2021_111221.docx

UV Aging Results:
Sample Initial
HP-OIT
(min)
HP-OIT after
1600 hrs of
UV exposure.
(min)
% HP-OIT
Retained after
1600 hrs of UV
exposure.
GRI-GM13 and GRI-GM17
minimum % HP-OIT
requirements after 1600
hours of UV exposure.
K307 Lot # PND821550,
Agru Roll # GTC0078250016,
black sheet, smooth,
nominal 0.057” thick
1313 1053 80.2% GRI-GM13:
% HP-OIT: 50% minimum
7104 Lot # DNE810980,
Agru Roll # GTA0077190117,
black sheet, textured,
nominal 0.055” thick
973 768 78.9% GRI-GM17:
% HP-OIT: 35% minimum
Notes:

• 1600 hours of UV exposure in accordance with ASTM D7238 implies a total UV chamber residence time of 1920 hours, e.g., 1600 hours of
irradiance and 320 hours of darkness with condensation.

• Sheet samples were aged with the shiny side of the sheet facing the UV bulbs.

APPENDIX C 

MEMORANDUM

To: Jason Turville
Trans-Jordan Landfill

From: Jared Hawes, P.E.
IGES, Inc.

Date: July 31, 2024
Subject: Trans-Jordan Landfill: Cell 6 C Liner
6 oz. Geotextile Submittal

IGES has reviewed the Geotextile Submittal for 6 oz. geotextile required for use
on the Cell 6C Liner Construction at the Trans-Jordan Landfill. The submittal
contained material information from the manufacturer (SKAPS) on their GE-160
product, a substitution for the recommended geotextile.

Based on the submittal, the proposed substitution to be manufactured will be in
compliance with the intent of the project specifications and production may
therefore be authorized.

We appreciate the opportunity to be of service on this project. Should you have
any questions regarding the information in this letter, please do not hesitate to
contact me.

Jared Hawes, P.E.

MEMORANDUM

To: Jason Turville
Trans-Jordan Landfill

From: Jared Hawes, P.E.
IGES, Inc.

Date: August 2, 2024
Subject: Trans-Jordan Landfill: Cell 6 C Liner
6 oz. Geotextile Manufacturers QC Testing

IGES has reviewed the Manufacturer’s QC Testing Submittal for 35 rolls of
SKAPS GE-160 (6 oz. geotextile) produced for use on the Cell 6C Liner
Construction at the Trans-Jordan Landfill.

Based on the submittal, testing of the manufactured geotextile has shown that it
will meet or exceed the required material properties previously approved for this
project.

We appreciate the opportunity to be of service on this project. Should you have
any questions regarding the information in this letter, please do not hesitate to
contact me.

Jared Hawes, P.E.

MEMORANDUM

To: Jason Turville
Trans-Jordan Landfill

From: Jared Hawes, P.E.
IGES, Inc.

Date: September 23, 2024
Subject: Trans-Jordan Landfill: Cell 6 C Liner
100-mil HDPE

IGES has reviewed the Manufacturer’s QC Testing Submittal for two rolls of 100-
mil textured HDPE (DS MicroSpike 100 mil Black GM13) produced for use on the
Cell 6C Liner Construction at the Trans-Jordan Landfill.

Based on the submittal, testing of the manufactured geotextile has shown that it
will meet or exceed the required material properties previously approved for this
project.

We appreciate the opportunity to be of service on this project. Should you have
any questions regarding the information in this letter, please do not hesitate to
contact me.

Jared Hawes, P.E.

MEMORANDUM

To: Jason Turville
Trans-Jordan Landfill

From: Jared Hawes, P.E.
IGES, Inc.

Date: September 25, 2024
Subject: Trans-Jordan Landfill: Cell 6 C Liner
HDPE (DS MicroSpike 60 Mil Black White GM13) QC Test Data

IGES has reviewed the Product Data Sheet and Manufacturer’s Quality Control
(QC) test results for 57 rolls of AGRU DS MicroSpike 60mil HDPE produced for
use in the Cell 6C Liner Construction at the Trans-Jordan Landfill. AGRU was
listed as a pre-approved manufacturer of the required HDPE Liner.

Based on the submittal, manufacturer QC testing of the 60mil HDPE has shown
that it meets the general intent and required material properties specified for use
on the project. It is our recommendation that the material be approved for
shipment and use on the project. Appropriate shipping, storage, handling and
installation methods must still be followed as the materials are deployed onsite.

We appreciate the opportunity to be of service on this project. Should you have
any questions regarding the information in this letter, please do not hesitate to
contact me.

Jared Hawes, P.E.

Cc: Russell Wells, Texas Environmental Plastics

MEMORANDUM

To: Jason Turville
Trans-Jordan Landfill

From: Jared Hawes, P.E.
IGES, Inc.

Date: October 1, 2024
Subject: Trans-Jordan Landfill: Cell 6 C Liner
Geosynthetic Clay Liner (GCL)

IGES has reviewed the Manufacturer’s Technical Data Sheet for GCL (Solomax
Bentoliner 0.75 lb/ft2 – NW) proposed to be produced for use on the Cell 6C Liner
Construction at the Trans-Jordan Landfill.

Based on the submittal, testing of the manufactured geotextile has shown that it
will meet or exceed the required material properties of GRI GCL3 which govern
the material properties required. It is our recommendation that the material be
approved for production.

We appreciate the opportunity to be of service on this project. Should you have
any questions regarding the information in this letter, please do not hesitate to
contact me.

Jared Hawes, P.E.

Cc: Russell Wells, Texas Environmental Plastics

MEMORANDUM

To: Jason Turville
Trans-Jordan Landfill

From: Jared Hawes, P.E.
IGES, Inc.

Date: October 1, 2024
Subject: Trans-Jordan Landfill: Cell 6 C Liner
Geosynthetic Clay Liner (GCL)

IGES has reviewed the Manufacturer’s Quality Control (QC) test results for 229
rolls of GCL (Solomax Bentoliner 0.75 lb/ft2 – NW) produced for use on the Cell
6C Liner Construction at the Trans-Jordan Landfill.

Based on the submittal, testing of the manufactured geotextile has shown that it
meets or exceed the required material properties of GRI GCL3 which govern the
material properties required. It is our recommendation that the material be
approved for shipment and use on the project. Appropriate shipping, storage,
handling and installation methods must still be followed as the materials are
deployed onsite.

We appreciate the opportunity to be of service on this project. Should you have
any questions regarding the information in this letter, please do not hesitate to
contact me.

Jared Hawes, P.E.

Cc: Russell Wells, Texas Environmental Plastics

MEMORANDUM

To: Jason Turville
Trans-Jordan Landfill

From: Jared Hawes, P.E.
IGES, Inc.

Date: October 9, 2024
Subject: Trans-Jordan Landfill: Cell 6 C Liner
Composite Drain Net (SKAPS TN 270-2-8) QC Test Data

IGES has reviewed the Product Data Sheet and Manufacturer’s Quality Control
(QC) test results for 112 rolls of Geotextile Composite Drain Net (SKAPS TN
270-2-8) produced for use in the Cell 6C Liner Construction at the Trans-Jordan
Landfill. SKAPS was listed as a pre-approved manufacturer of the required
geocomposite.

Based on the submittal, manufacturer QC testing of the geocomposite has shown
that it meets the general intent and required material properties specified for use
on the project. It is our recommendation that the material be approved for
shipment and use on the project. Appropriate shipping, storage, handling and
installation methods must still be followed as the materials are deployed onsite.

We appreciate the opportunity to be of service on this project. Should you have
any questions regarding the information in this letter, please do not hesitate to
contact me.

Jared Hawes, P.E.

Cc: Russell Wells, Texas Environmental Plastics

APPENDIX D 

APPENDIX E 

APPENDIX F 

Daily Field Report - Sep 25, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities Clear
Contractor:Trans-Jordan Time Start: 01:00 PM  Time Stop: 02:30 PM
Equipment:N/A 35  mi.
Types of Tests/Observations Performed:
Other , Meeting and site visit
Documents Referenced:
QC/QA plan
Observations/Remarks
1) Traveled to the project and reviewed the site, the QC/QA plan was reviewed after returning to the KLF
office.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Ken Lobato on 10/9/2024764630Page 1 of 1
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 7, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 72°F,  Mostly Sunny
Contractor:Trans-Jordan / Texas Environmental Plastics Time Start: 08:30 AM  Time Stop: 01:00 PM
Equipment:N/A
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Trans-Jordan QA/QC plan
Observations/Remarks
1) Printed off Trans-Jordan Cell 6C bottom liner QA/QC plan documentation at Kleinfelder office prior to
heading to the Trans-Jordan landfill project. Afterwards, I traveled to the project for a pre-construction meeting
with Trans-Jordan, IGES, and Texas Environmental Plastics. The piping installer, Crossroads Construction
was also present for the on-site meeting to discuss work.
2) After the pre-construction office meeting there was a follow up meeting in the field where the work area was
walked by all parties to discuss the work that is starting. After walking the project site I returned back to the
Kleinfelder office to further review the QA/QC plan and to refresh on ASTM D6392-12 that pertains to
geomembrane seams. Work is anticipated later this week.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Ken Lobato on 10/9/2024770675Page 1 of 1
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 9, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 80°F,  Mostly Sunny
Contractor:Texas Environmental Plastics Time Start: 06:30 AM  Time Stop: 03:30 PM
Equipment:Fork lift, skid-steer
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner installation plan, QA/QC plan, project specifications
Observations/Remarks
1) Arrived on site as scheduled for Cell 6C bottom liner installation. Upon arrival I met with Texas
Environmental Plastics supervisor to discuss today’s work. The T.E.P. installers were waiting for Trans-Jordan
to compact soils before starting.
2) While waiting for the deployment to begin the plan was reviewed. The plan detail calls out for 6oz. non-
woven geotextile fabric for the slopes below the GCL clay liner. The non-woven geotextile fabric was not
delivered yet, T.E.P. supervisor appeared to be unaware of the detail. The T.E.P. supervisor was informed that
per plan the slopes require the 6oz. non-woven geotextile fabric.
3) The T.E.P. supervisor indicated that there is a chance of the non-woven geotextile fabric being delivered
later today possibly tomorrow. After T.E.P. canceled deployment for the day the rolls of GCL/HDPE materials
that have been delivered were reviewed for any apparent damage. There was not any apparent damage noted
on the rolls of material that were reviewed today.
4) A hard copy of the Trans-Jordan QA/QC plan is being kept in a 3-ring binder that Trans-Jordan has
requested for the documentation on the project. Time was spent on comparing 180 rolls of on-site material to
the delivery tickets and then the data was transferred over to the QA/QC “material acceptance forms”, included
in the Trans-Jordan project QA/QC plan documents.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024771356Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 9, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at rolls of GCL Fig. 2: Looking at rolls of HDPE liner
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024771356Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 10, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 82°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:30 AM  Time Stop: 06:45 PM
Equipment:Fork-lift, semi trucks with flatbed trailers
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plan, QA/QC plan
Observations/Remarks
1) Arrived on site and met with the T.E.P. supervisor to discuss daily activities. Kleinfelder requested to meet
the T.E.P. QC inspector, the T.E.P supervisor indicated that the QC inspector was not on site. The T.E.P
supervisor accepted the sub-grade soil for deployment today, the slope appeared to generally be smooth with
minor vertical soil compactor roller marks.
2) Observed T.E.P. deploy a non-woven geotextile fabric at the south slope, the south slope was only partially
covered as the contractor is working on the slope in sections. After the non-woven geotextile fabric was
deployed the installer started working on deploying a GCL clay liner product. Temporary sand bags were used
as temporary anchors during development.
3) After T.E.P. was finished with deployment for the day there were about 100 rolls of GCL/Geo-Composite
materials that have been delivered were reviewed for any apparent damage. There was not any apparent
damage to note on the observed rolls of material. Time was spent on comparing approx 100 rolls of on-site
material to the delivery tickets that were provided.
4) A hard copy of the Trans-Jordan QA/QC plan is being kept in a 3-ring binder as requested by the client as
documentation for the cell 6C bottom liner project. The data for the reviewed rolls of GCL/Geo-Composite
material was transferred into the hard copy of the Trans-Jordan QA/QC forms. The installer is anticipating on
having more materials delivered to the project periodically.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024772028Page 1 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 10, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Deployment of non-woven geotextile fabric, south slope Fig. 2: Deployment of non-woven geotextile fabric, south slope
Fig. 3: Deployment of GCL clay liner, south slope Fig. 4: Deployment of GCL clay liner, south slope
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024772028Page 2 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 10, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 5: Deployment of GCL clay liner, south slope Fig. 6: Deployment of GCL clay liner, south slope
Fig. 7: Lookimg at GCL clay liner being delivered Fig. 8: Lookimg at GCL clay liner being delivered
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024772028Page 3 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 11, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 84°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 02:00 PM
Equipment:Fork-lift, skid-steer, ATV 40  mi.
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived on site and met with Texas Environmental Plastics to discuss today’s activities, also met with Trans-
Jordan to discuss project items. Observed T.E.P. deploy white 60 mil HDPE liner on the south slope, followed
by seaming and welding panels together. Observed non-destructive air testing on the seaming, T.E.P. used a
hand held air compressor gun for testing.
2) Started putting the QA/QC plan binder together today. Observed testing equipment and calibration
paperwork for the testing equipment, T.E.P. made trial welds for peel and shear prior to seaming, the testing
was witnessed by Kleinfelder on-site. GCL clay liner rolls arrived on site, the materials were reviewed for
damage and the data was transferred to the QA/QC plan.
3) Observed T.E.P. make repairs for the air test locations, a fusion welder was used to repair the 60 mil HDPE
repair locations. T.E.P. indicated that there will be no work tomorrow. T.E.P. also indicated that a shipment of
non-woven geotextile fabric will be delivered possibly next Monday morning so that the GCL/HDPE south slope
deployment can continue on Monday.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024772523Page 1 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 11, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at the project upon arrival, prior to HDPE Fig. 2: Looking at the project upon arrival, prior to HDPE
Fig. 3: Looking at 60 mil HDPE deployment in progress Fig. 4: Looking at 60 mil HDPE deployment in progress
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024772523Page 2 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 11, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 5: Looking at T.E.P. welding / seaming HDPE liner Fig. 6: Looking at T.E.P. welding / seaming HDPE liner
Fig. 7: Looking at T.E.P. welding / seaming HDPE liner Fig. 8: Looking at T.E.P. welding / seaming HDPE liner
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024772523Page 3 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 11, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 9: Testing equipment calibration paperwork, 03/10/24 Fig. 10: Calibrated test equipment for peel / shear, 03/10/24
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024772523Page 4 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 14, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 78°F,  Mostly Sunny
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 05:30 PM
Equipment:Fork-likft, skid-steer, ATV
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for last Friday.
After distributing the previous QA/QC plan a meeting was conducted with the T.E.P. supervisor with the QC
personnel present to discuss today’s anticipated work and product deliveries. The materials that were
delivered over the weekend were reviewed.
2) The soil condition for the south slope and the east slope was reviewed. The soil is generally smooth and it is
apparent that the soil has been compacted, there are relatively minor vertical compactor roller marks on the
slope. There was not any rutting or soft spots observed, the slope soil generally appeared to be stable with no
loose large rocks or debris in the area.
3) Reviewed T.E.P. bill of lading paperwork for non-woven geotextile fabric, GCL clay liner, 60 mil HDPE liner,
and geo-composite materials to compare to the materials that were reviewed on site. The delivery paperwork
appears to be in order, the T.E.P. “Quality Control” is keeping track of incoming materials and indicated that all
of the non-woven geotextile fabric been delivered.
4) Observed T.E.P. deploy non-woven geotextile fabric on the south slope wrapping around to the east slope.
T.E.P. deployed from the top to the bottom, the geotextile fabric is overlapped by about 6” and sealed together
with torch heat. The installer deployed the non-woven geotextile fabric for most of the day to prepare for GCL
clay liner, sand backs used for temp anchors.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024773582Page 1 of 5
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 14, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Cell 6C prior to work starting today Fig. 2: Cell 6C prior to work starting today
Fig. 3: Cell 6C prior to work starting today Fig. 4: Cell 6C prior to work starting today
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024773582Page 2 of 5
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 14, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 5: Looking at bill of lading for delivered materials Fig. 6: Looking at bill of lading for delivered materials
Fig. 7: Looking at bill of lading for delivered materials Fig. 8: Looking at bill of lading for delivered materials
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024773582Page 3 of 5
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 14, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 9: Deployment of non-woven geotextile fabric Fig. 10: Deployment of non-woven geotextile fabric
Fig. 11: Deployment of non-woven geotextile fabric Fig. 12: Deployment of non-woven geotextile fabric
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024773582Page 4 of 5
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 14, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 13: Deployment of non-woven geotextile fabric Fig. 14: Deployment of non-woven geotextile fabric
Fig. 15: Deployment of non-woven geotextile fabric Fig. 16: Deployment of non-woven geotextile fabric
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024773582Page 5 of 5
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 15, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 79°F,  Clear
Contractor:Texas Environmental Plastics Time Start: 06:15 AM  Time Stop: 05:45 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for the
previous work day. After distributing the previous QA/QC plan I met with T.E.P. to discuss today’s anticipated
work and product deliveries. The materials that were delivered on-site today were reviewed, the packing list
was compared to the product materials delivered.
2) Observed GCL clay liner deployment on the south slope extending approx 20 feet onto the cell floor, the
subgrade soil still appears acceptable from the observation made yesterday. Trans-Jordan has re-compacted
the soil on the floor. The GCL clay liner was deployed over non-woven geotextile fabric that is in place on the
south slope extending 20’ onto the cell floor soil.
3) Observed 60 mil HDPE deployment on the south slope extending approx 20 feet onto the cell floor, HDPE
deployed over GCL clay liner. The installer quality control tested “trial welds” for peel and shear prior to
seaming HDPE panels together. Observed seaming and air testing during HDPE deployment, the installer
alternated with deploying HDPE and GCL as they progressed.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024774095Page 1 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 15, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Solmax GCL clay liner delivery ticket Fig. 2: Solmax GCL clay liner delivery stockpile
Fig. 3: GCL clay liner deployment, south slope Fig. 4: GCL clay liner deployment, south slope
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024774095Page 2 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 15, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 5: 60 mil HDPE deployment, south slope Fig. 6: 60 mil HDPE deployment, south slope
Fig. 7: GCL clay liner deployment, south slope Fig. 8: 60 mil HDPE deployment, south slope
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024774095Page 3 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 16, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 76°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:30 AM  Time Stop: 06:30 PM
Equipment:Fork-lift, skid-steer, atv, liner install equipment 38  mi.
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for
previous working day. After distributing the previous QA/QC plan a meeting I met with T.E.P. to discuss today’s
anticipated work.
2) The T.E.P. supervisor requested Kleinfelder QA to quantify the HDPE seaming that has been completed and
mark out destructive testing locations. The 60 mil HDPE that has been installed was marked out for destructive
testing, 13 locations.
3) Observed soil conditions prior to deploying liner product on the Cell 6C floor. Observed GCL deployment
and 60 mil HDPE deployment today. The installer deployed in windy conditions today, extra time was spent
keeping the materials down.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for product panel numbers, seaming, testing, and repairs etc is recorded in the
daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024774716Page 1 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 16, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at in progress loner for Cell 6C Fig. 2: Looking at in progress loner for Cell 6C
Fig. 3: Looking at in progress loner for Cell 6C Fig. 4: Looking at in progress loner for Cell 6C
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024774716Page 2 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 16, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 5: Looking at GCL and HDPE deployment area Fig. 6: Looking at GCL and HDPE deployment area
Fig. 7: Looking at GCL and HDPE deployment area Fig. 8: Looking at GCL and HDPE deployment area
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024774716Page 3 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 17, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 49°F,  Light Rain
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 09:00 AM
Equipment:CANCEL ON-SITE REPORT
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived on site as requested, yesterday rain was anticipated for today but the T.E.P. supervisor indicated
there was a chance of deploying materials today. The T.E.P. supervisor was hoping that the overnight rain
would clear up this morning. Waited with T.E.P. until a determined was made, T.E.P. ended up canceling the
work because rain was forecasted for most of the day today.
2) Discussed the forecasted rain for tomorrow with the T.E.P. supervisor prior to leaving the project. The T.E.P.
supervisor wants to try deploying materials again tomorrow with the hopes that the weather will be cleared up. I
then traveled back to the Kleinfelder office work on building the QA/QC plan 3-ring binder and distributed the
previous day QA/QC plan documentation.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024774902Page 1 of 1
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 18, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 40°F,  Light Rain
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 09:00 AM
Equipment:CANCEL ON SITE REPORT
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived on site as requested by T.E.P., yesterday rain was anticipated for today but the T.E.P. supervisor
indicated there was a chance of deploying materials today. Yesterday the T.E.P. supervisor indicated that he
was hoping that the overnight rain would clear up by this morning and requested KLF to be on-site so they
could deploy if the rain did clear up.
2) Waited on-site for T.E.P. for a short time this morning, T.E.P. was not on site as previously planned, likely
due to today’s rain. The rain is anticipated throughout the day in the weather forecast. Another KLF inspector
arrived on site, I spent time on site assisting the other KLF inspector with becoming familiar with the project to
cover tomorrow anticipated liner work.
3) The installer still had not arrived before leaving the project. The soil in the next section of liner products is
already saturated due to rain and will likely become further saturated with more rain forecasted, the sump area
is already full of water. Prior to leaving the project the Trans-Jordan project manager was contacted to discuss
the anticipated soil conditions for tomorrow.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024775478Page 1 of 1
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 18, 2024
by  George Elkins for Trans-Jordan Landfill Cell 6C Bottom Lin
Field Services
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 43°F,  Light Rain
Contractor:Trans-Jordan Cities Time Start: 07:15 AM  Time Stop: 08:30 AM
Equipment:N/A Traveled  1.5 hrs, 40  mi.
Types of Tests/Observations Performed:

Documents Referenced:
Observations/Remarks
Arrive on site to meet with Paul (Kleinfelder) to prepare for Saturday cover for Paul time off.
Did receive documents and forms for daily report.
Kleinfelder Representative Signature
George Elkins
Kleinfelder Representative Print Name
DRAFT 775589 Page 1 of 1
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 19, 2024
by  George Elkins for Trans-Jordan Landfill Cell 6C Bottom Lin
Field Services
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 56°F,  Clear
Contractor:Trans Jordan Time Start: 07:15 AM  Time Stop: 02:30 PM
Equipment:Liner equipment Traveled  1.25 hrs, 40  mi.
Types of Tests/Observations Performed:
Other , Observe work at liner
Documents Referenced:
Drawings and manufacturers specs
Observations/Remarks
Arrive on site to observe work at the liner installation at cell 6.
Contractor complete the removal and patching of destruct panels that were marked.
Contractor extruded welded all repairs. Contractor performed the vacuum test at all required locations with
passing results .
Contractor placed the 17 rolls of geo synthetic materials at south portion of cell 6.
Kleinfelder Representative Signature
George Elkins
Kleinfelder Representative Print Name
DRAFT 776327 Page 1 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 19, 2024
by  George Elkins for Trans-Jordan Landfill Cell 6C Bottom Lin
Field Services
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Setup to perform test specimens Fig. 2: 
Fig. 3: Fig. 4: 
Kleinfelder Representative Signature
George Elkins
Kleinfelder Representative Print Name
DRAFT 776327 Page 2 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 19, 2024
by  George Elkins for Trans-Jordan Landfill Cell 6C Bottom Lin
Field Services
KLF Project #: 25001316.001A
Photo Log
Fig. 5: Fig. 6: 
Fig. 7: 
Kleinfelder Representative Signature
George Elkins
Kleinfelder Representative Print Name
DRAFT 776327 Page 3 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 21, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 66°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 05:00 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Observed T.E.P. deploy geotextile fabric on the side slope today. From previous rain, the cell floor soil was
too for T.E.P. to deploy this morning, the sump area needed to be pumped out. Trans-Jordan worked on
removing the water while T.E.P. deployed the geotextile fabric on the slopes, the installer wanted to let the soil
on the cell floor dry before deploying GCL clay liner.
2) Reviewed the QA/QC plan document from 10/19/2024 and distributed the documentation to the client and
the engineer of record for further review. The QA/QC plan document was then filed in the 3-ring binder being
put together for the client. There were (13) destructive tests cut out, tested by T.E.P, and patched over the
weekend. The referee samples were obtained by KLF.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024776903Page 1 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 21, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at Cell 6C upon arrival today Fig. 2: Looking at Cell 6C upon arrival today
Fig. 3: Deploying non-woven geotextile fabric Fig. 4: Deploying non-woven geotextile fabric
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024776903Page 2 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 21, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 5: Deploying non-woven geotextile fabric Fig. 6: Deploying non-woven geotextile fabric
Fig. 7: Deploying non-woven geotextile fabric Fig. 8: Deploying non-woven geotextile fabric
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024776903Page 3 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 21, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 9: Deploying non-woven geotextile fabric Fig. 10: Deploying non-woven geotextile fabric
Fig. 11: Deploying non-woven geotextile fabric Fig. 12: Deploying non-woven geotextile fabric
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024776903Page 4 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 22, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 68°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:15 AM  Time Stop: 06:15 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6B Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived on site and met with the TEP supervisor to discuss the daily activities. The TEP supervisor wanted to
deploy GCL on the south slope and the cell floor on the east side of HDPE panel 11, the soil was too wet to
deploy yesterday morning. The cell floor has dried out some since yesterday, however, there was rutting
observed under the load of the unloaded fork-lift.
2) With the rutting observed on the cell floor soil under the load of the fork-lift, TEP backed out of the area to
avoid further rutting. The observation was reported to the Trans-Jordan project manager. The TEP supervisor
switched gears and started deploying more of the non-woven geotextile fabric on the side slopes in preparation
for GCL clay liner material.
3) Trans-Jordan worked on scraping back saturated surface soil from the cell floor and the sump pit area. The
saturated soil was removed and replaced with drier Trans-Jordan on-site select fill, the select fill was placed
back onto the surface and compacted. Trans-Jordan worked on the area in preparation for the cell liner
products. The ruts observed this morning were smoothed out.
4) After the soil was mended on the cell floor this afternoon, TEP started deploying GCL clay liner. Observed
TEP deploy GCL clay liner on the south slope extending approx 60 feet onto the cell floor. Observed trial weld
testing this afternoon, the trail welds all passed prior to deploying the 60 mil HDPE liner. Observed deployment
of 60 mil HDPE, documented in the QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024777464Page 1 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 22, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Soil after last weeks rain, cell floor Fig. 2: Soil after last weeks rain, cell floor
Fig. 3: Soil after last weeks rain, cell floor Fig. 4: Soil after last weeks rain, cell floor
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024777464Page 2 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 22, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 5: Deploying non-woven geotextile fabrc, side slopes only Fig. 6: Deploying non-woven geotextile fabrc, side slopes only
Fig. 7: Deploying non-woven geotextile fabrc, side slopes only Fig. 8: Deploying non-woven geotextile fabrc, side slopes only
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024777464Page 3 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 22, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 9: Deploying GCL clay liner on the south slope Fig. 10: Deploying GCL clay liner on the south slope
Fig. 11: Deploying 60 mil HDPE liner on the south slope Fig. 12: Deploying 60 mil HDPE liner on the south slope
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024777464Page 4 of 4
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 23, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 73°F,  Clear
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 06:30 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for
previous working day. After distributing the previous QA/QC plan a meeting I met with T.E.P. to discuss today’s
anticipated work.
2) The T.E.P. supervisor requested Kleinfelder QA to quantify the HDPE seaming that has been completed and
mark out destructive testing locations. The 60 mil HDPE that has been installed was marked out for destructive
testing.
3) Observed soil conditions prior to deploying liner product on the Cell 6C floor. Observed GCL deployment
and 60 mil HDPE deployment today. The installer deployed materials on the south slope and the cell floor to
about 250 feet north of the slope.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for product panel numbers, seaming, testing, and repairs etc is recorded in the
daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024778160Page 1 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 23, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at progress upon arrival today Fig. 2: Looking at progress upon arrival today
Fig. 3: Deploying GCL clay liner, south slope Fig. 4: Deploying GCL clay liner, south slope
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024778160Page 2 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 23, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 5: Deploying 60 mil HDPE liner, south slope Fig. 6: Deploying 60 mil HDPE liner, south slope
Fig. 7: Deploying GCL and HDPE, cell floor Fig. 8: Deploying GCL and HDPE, cell floor
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024778160Page 3 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 24, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 64°F,  Clear
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 06:15 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for
previous working day. After distributing the previous day’s QA/QC plan I met with T.E.P. to discuss today’s
anticipated work.
2) The T.E.P. supervisor started with Geo-Composite today due to moderate wind in the morning time.
Observed that the HDPE that has been installed to date appears to have all repairs completed with vacuum
testing and destructive testing also completed.
3) Observed soil conditions prior to deploying liner product on the Cell 6C floor. Observed GCL deployment
today. The installer deployed GCL clay liner material on the part of the south slope, part of the east slope, and
the cell floor at the sump area.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for product panel numbers, seaming, testing, and repairs etc is recorded in the
daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024778715Page 1 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 24, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Geo-Composite deployment on the cell floor Fig. 2: Geo-Composite deployment on the cell floor
Fig. 3: Deploying GCL clay liner on the south slope Fig. 4: Deploying GCL clay liner on the south slope
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024778715Page 2 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 24, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 5: Deploying GCL clay liner on the east slope Fig. 6: Deploying GCL clay liner on the east slope
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024778715Page 3 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 25, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 65°F,  Clear
Contractor:Texas Environmental Plastics Time Start: 05:30 AM  Time Stop: 07:00 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for
previous working day. After distributing the previous QA/QC plan I met with T.E.P. to discuss today’s
anticipated work.
2) Observed soil conditions prior to deploying the GCL yesterday, observed 60 mil HDPE deployment today.
The installer deployed materials on the south and east slopes and the cell floor to about 60 feet north of the
south slope for the sump area.
3) The T.E.P. supervisor requested Kleinfelder QA to quantify the HDPE seaming that has been completed and
mark out destructive testing locations. The 60 mil HDPE that has been installed will be marked out for
destructive testing tomorrow.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for product panel numbers, seaming, testing, and repairs etc is recorded in the
daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024779330Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 25, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at HDPE 60 mil liner deployment Fig. 2: Looking at HDPE 60 mil liner deployment
Fig. 3: Looking at HDPE 60 mil liner deployment Fig. 4: Looking at HDPE 60 mil liner deployment
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024779330Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 26, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities
Contractor:Texas Environmental Plastics Time Start: 06:15 AM  Time Stop: 06:15 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for
previous working day. I met with T.E.P. this morning to discuss today’s anticipated work and reviewed the QC
documentation for completeness.
2) The T.E.P. supervisor previously requested Kleinfelder QA to quantify the HDPE seaming that has been
completed and mark out the destructive testing locations. The 60 mil HDPE that has been installed was
marked out for destructive testing.
3) Observed soil conditions prior to deploying GCL liner product on the Cell 6C floor. Observed GCL
deployment and 60 mil HDPE deployment today. The installer deployed materials on the east slope and the
cell floor for the sump area.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for product panel numbers, seaming, testing, and repairs etc is recorded in the
daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024779534Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 26, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at the work upon arrival today Fig. 2: Looking at GCL clay liner deployment
Fig. 3: Looking at 60 mil HDPE liner deployed Fig. 4: Looking at 60 mil HDPE liner deployed
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024779534Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 27, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 01:30 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Observed 60 mil HDPE liner non-destructive air testing, destructive testing, patchwork, and vacuum testing
today. The 1st layer of GCL/HDPE completed prior to 2nd layer of GCL/HDPE that was deployed today in the
southeast corner sump area. Observed the GCL clay liner and 60 mil HDPE deployment along with wedge
fusion welding and extrusion gun welding. The work is primarily documented in the QA/QC plan, this Saturday
and Sunday daily QA/QC plan documents will be distributed tomorrow.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024779624Page 1 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 27, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Cutting destructive testing samples Fig. 2: QC testimg destructive samples
Fig. 3: Destructive testimg results for today Fig. 4: Vacuum testing repairs
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024779624Page 2 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 27, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 5: 2nd layer of GCL liner in sump area Fig. 6: 2nd layer of HDPE liner in sump area
Fig. 7: Grinding patch seams prior to extrusion weld Fig. 8: Welding with a extrusion gun welder
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024779624Page 3 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 28, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 62°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:30 AM  Time Stop: 05:30 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for
previous working day. After distributing the previous day’s QA/QC plan I met with T.E.P. to discuss today’s
anticipated work.
2) Observed soil conditions prior to observing deployment of GCL clay liner and 60 mil HDPE liner. The
installer deployed materials on the cell floor within approx 250’ to 475’ north of the south slope and 0’ to 175’ 
east of the cell 6B pond tie-in point.
3) The T.E.P. supervisor requested Kleinfelder QA to quantify the HDPE seaming that has been completed and
mark out destructive testing locations. The 60 mil HDPE that has been installed has been marked out for
destructive testing.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for product panel numbers, seaming, testing, and repairs etc is recorded in the
daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024780431Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 28, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at GCL deployment, cell floor Fig. 2: Looking at HDPE deployment, cell floor
Fig. 3: Looking at GCL deployment, cell floor Fig. 4: Looking at HDPE deployment, cell floor
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024780431Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 29, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 37°F,  Light Rain
Contractor:Texas Environmental Plastics Time Start: 06:15 AM  Time Stop: 07:45 AM
Equipment:N/A
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Traveled to the project to to find that the liner installation contractor was not on site. The contractor did not
give a definitive answer yesterday if they were working today or not, it appears that the contractor was not
planning to work today. The work appears to have canceled due to rain, there is rainy weather anticipated for
the day on the project.
2) The QA/QC plan for yesterday was distributed to the client and the engineer of record prior to leaving the
project for the day. After returning back from the project the QA/QC plan was filed in the 3-ring binder as
requested for storing the documentation.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024780776Page 1 of 1
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 30, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 30°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 08:30 AM
Equipment:Fork-lift, skid-steer, atv
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Traveled to the project and met with the T.E.P supervisor to discuss today’s daily activities. The T.E.P.
supervisor walked the working area and determined that the soil was too saturated to work today. I waited on
site until T.E.P. elected to cancel on-site. The T.E.P. supervisor indicated that work would continue tomorrow, I
traveled back to the KLF office after speaking with T.E.P.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024781082Page 1 of 1
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 31, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 50°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 12:00 PM
Equipment:Fork-lift, skid-steer
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Observed that T.E.P. has completed all QC testing documentation for the 60 mil HDPE liner that has been
installed to date (up to Panel P-89), including destructive/non-destructive QC testing and vacuum box. The cell
floor soil was still saturated this morning so T.E.P. decided to work on deploying Geo-Composite (drain net) to
cover the previously installed 60 mil HDPE liner. The Geo-Composite panels were conjoined together with zip
ties and the heat sealed.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024781748Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Oct 31, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: T.E.P. deploying Geo-Composite (drain net)Fig. 2: T.E.P. deploying Geo-Composite (drain net)
Fig. 3: T.E.P. deploying Geo-Composite (drain net)Fig. 4: T.E.P. deploying Geo-Composite (drain net)
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024781748Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 1, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 52°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 05:30 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for the
previous working day. I met with T.E.P. this morning to discuss today’s anticipated work. The cell floor soil was
re-worked today due to previous rain.
2) Observed soil conditions prior to deploying GCL liner products on the Cell 6C floor. Observed GCL
deployment and 60 mil HDPE deployment today. The installer deployed materials on the east slope and the
cell floor north of the sump area.
3) The T.E.P. supervisor requested Kleinfelder QA to quantify the HDPE seaming that has been completed and
mark out the destructive testing locations. The 60 mil HDPE that has been installed was marked out for
destructive testing.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for product panel numbers, seaming, testing, and repairs etc is recorded in the
daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024782435Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 1, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at soil conditions this morning Fig. 2: Trans-Jordan reworking cell floor soil
Fig. 3: Looking at GCL deployment, east slope Fig. 4: Looking at GCL deployment, east slope
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024782435Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 2, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 49°F,  Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:15 AM  Time Stop: 04:45 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for the
previous working day. I met with T.E.P. this morning to discuss today’s anticipated work and walk the sub-grade
prior to distributing the QA/QC plan.
2) Observed soil conditions prior to deploying GCL liner products on the Cell 6C floor. Observed GCL
deployment and 60 mil HDPE deployment today. The installer deployed materials on the east slope and the
cell floor north of the P-94 HDPE panel.
3) The T.E.P. supervisor requested Kleinfelder QA to quantify the HDPE fusion seaming that has been
completed and mark out the destructive testing locations. The 60 mil HDPE that has been deployed was
marked out for destructive testing.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for the product panel numbers, seaming, testing, and repairs etc is recorded in
the daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024782657Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 2, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Lookng at the working area this morning Fig. 2: Looking at GCL deployment, east slope
Fig. 3: Looking at GCL deployment, east slope Fig. 4: Looking at HDPE deployment, east slope
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024782657Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 4, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 28°F,  Clear
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 09:00 AM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for the
previous working day. I met with T.E.P. this morning to discuss today’s anticipated work and walk the sub-
grade. The sub-grade was walked and appeared to be frozen on the surface, T.E.P. elected to cancel today
due to the ice. Planning to meet tomorrow to try again.
2) After meeting in the field the T.E.P. supervisor and KLF met in the Trans-Jordan facility to discuss
tomorrow’s plan with the Trans-Jordan operations manager. There was water in the sump area and beyond
today on top of the previously installed HDPE geo-membrane where T.E.P. wanted to check with the vacuum
testing “V-Box”, the installer requested de-watering.
3) I spoke with the Trans-Jordan project manager prior to leaving the project today, the cancellation was
discussed over the phone. After meeting T.E.P. at the Trans-Jordan facility I traveled back to the KLF office and
got caught up on filing the previous QA/QC plan paperwork into the 3-ring binder that the Trans-Jordan project
manager has requested for the project.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024783146Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 4, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Cell 6C bottom liner project progress Fig. 2: Cell 6C bottom liner project progress
Fig. 3: Cell 6C bottom liner project progress Fig. 4: Cell 6C bottom liner project progress
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024783146Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 5, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 34°F,  Snow
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 08:30 AM
Equipment:N/A - CANCEL ON-SITE REPORT
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived on-site and met with T.E.P. to discuss today’s anticipated work. The T.E.P. supervisor started making
plans for the day and then snow began to fall, the weather forecast also indicated that moderate wind is in the
forecast for today. The T.E.P. supervisor ended up canceling on-site and is planning on deploying materials
tomorrow. Traveled back to the KLF office.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024783662Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 5, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at the project this morning Fig. 2: Looking at the project this morning
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Patrick Cook on 11/5/2024783662Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 6, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 40°F,  Mostly Sunny
Contractor:Texas Environmental Plastics Time Start: 06:15 AM  Time Stop: 05:45 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived on site and met with T.E.P. to discuss today’s anticipated work, the soil sub-grade was observed
where T.E.P. planned on deploying geo-textile fabric on the side slopes. Observed vacuum testing and
destructive sample testing today. Observed T.E.P. deploy geo-composite drain net over previously installed
and tested HDPE geo-membrane.
2) Observed geo-textile deployment on the north slope followed by GCL clay liner and then 60 mil HDPE geo-
membrane. Observed seaming and repairs, also marked out (2) locations for destructive test DS-42 and
DS-43 for the day. The vacuum V-Box testing is not complete yet at HDPE panels P-100 to P-102, T.E.P.
plans on vacuum testing at a later time.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
DRAFT 784472 Page 1 of 1
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 7, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 44°F,  Clear
Contractor:Texas Environmental Plastics Time Start: 06:15 AM  Time Stop: 05:45 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for the
previous working day. I met with T.E.P. this morning to discuss today’s anticipated work and walk the sub-
grade prior to distributing the QA/QC plan.
2) Observed soil conditions prior to deploying GCL liner products on the Cell 6C floor. Observed GCL
deployment, 60 mil HDPE deployment, and Geo-Composite deployment today. The installer deployed
materials on the north-east slope and the cell floor.
3) The T.E.P. supervisor requested Kleinfelder QA to quantify the HDPE fusion seaming that has been
completed and mark out the destructive testing locations. The 60 mil HDPE that has been deployed was
marked out for destructive testing.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for the product panel numbers, seaming, testing, and repairs etc is recorded in
the daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
DRAFT 784976 Page 1 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 7, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at Cell 6C this morning Fig. 2: Looking at Cell 6C this morning
Fig. 3: Looking at Cell 6C this morning Fig. 4: Looking at Cell 6C this morning
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
DRAFT 784976 Page 2 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 7, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 5: Looking at wedge/fusion welding Fig. 6: Looking at extrusion gun welding
Fig. 7: Looking at QC air testing seams Fig. 8: 36”x12” destructive test location
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
DRAFT 784976 Page 3 of 3
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 8, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 46°F,  Mostly Sunny
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 12:00 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for the
previous working day. I met with T.E.P. this morning to discuss today’s anticipated work, also discussed
working this weekend.
2) Observed deployment of Geo-Composite over previously installed and tested HDPE Geo-Membrane.
Observed 60 mil HDPE deployment over previously installed GCL clay liner. The installer deployed materials
on the north-east slope and the cell floor.
3) The T.E.P. supervisor requested Kleinfelder QA to quantify the HDPE fusion seaming that has been
completed and mark out the destructive testing locations. The 60 mil HDPE that has been deployed will be
marked out for destructive testing tomorrow.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for the product panel numbers, seaming, testing, and repairs etc is recorded in
the daily Trans-Jordan QA/QC plan.
5) Observed the work for half of the day today, Mr. George Elkins scheduled observe the work in the afternoon.
The information for the work in the afternoon will be transferred into today’s QA/QC plan document tomorrow
prior to distributing to the team.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
DRAFT 785534 Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 8, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at Cell 6C this morning Fig. 2: Looking at GCL deployed yesterday
Fig. 3: Looking at HDPE deployment Fig. 4: Looking at HDPE deployment
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
DRAFT 785534 Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 8, 2024
by  George Elkins for Trans-Jordan Landfill Cell 6C Bottom Lin
Soil Services
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 45°F,  Clear
Contractor:Trans jordan cities Time Start: 01:00 PM  Time Stop: 05:00 PM
Equipment:Skid steer,lift, liner equipment Traveled  1.5 hrs, 40  mi.
Types of Tests/Observations Performed:
Other , Liner installation
Documents Referenced:
Job specs
Observations/Remarks
Arrive on site to observe installation of liner at cell 6.
Contractor installed liner at east slope of cell 6.
No issues were observed during visit
Kleinfelder Representative Signature
George Elkins
Kleinfelder Representative Print Name
DRAFT 786242 Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 8, 2024
by  George Elkins for Trans-Jordan Landfill Cell 6C Bottom Lin
Soil Services
KLF Project #: 25001316.001A
Photo Log
Fig. 1: 
Kleinfelder Representative Signature
George Elkins
Kleinfelder Representative Print Name
DRAFT 786242 Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 9, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 51°F,  Clear
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 07:00 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Observed soil conditions prior to deploying GCL clay liner products on the Cell 6C floor. Observed GCL clay
liner deployment and 60 mil HDPE geo-membrane deployment today. The installer deployed materials on the
north-east slope and the cell floor.
2) The T.E.P. supervisor requested Kleinfelder QA to quantify the HDPE fusion seaming that has been
completed and mark out the destructive testing locations. The 60 mil HDPE that has been deployed was
marked out for destructive testing.
3) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for the product panel numbers, seaming, testing, and repairs etc is recorded in
the daily Trans-Jordan QA/QC plan.
4) After inspecting today’s work I returned from the job-site and worked into the evening transferring data from
yesterday’s deployment into the QA/QC plan documentation. The QA/QC plan documents will be distributed
this next Monday morning.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
DRAFT 785888 Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 9, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at HDPE geo-membrane deployment Fig. 2: Looking at HDPE geo-membrane deployment
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
DRAFT 785888 Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 10, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 59°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 06:00 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Observed GCL clay liner condition prior to deploying HDPE geo-membrane liner on the Cell 6C floor.
Observed 60 mil HDPE geo-membrane deployment today. The installer deployed materials cell floor between
HPPE panels P87/P89 at the east slope.
2) The T.E.P. supervisor requested Kleinfelder QA to quantify the HDPE fusion seaming that has been
completed and mark out the destructive testing locations. The 60 mil HDPE that has been deployed was
marked out for destructive testing.
3) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for the product panel numbers, seaming, testing, and repairs etc is recorded in
the daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
DRAFT 785891 Page 1 of 1
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 13, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 50°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:15 AM  Time Stop: 02:15 PM
Equipment:Fork-lift, skid-steer, atv
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and met with T.E.P. this morning to discuss today’s anticipated work.
Observed Geo-Composite deployment, T.E.P. indicated there was a chance of deploying other materials today
during the morning meeting.
2) Observed that the 60 mil HDPE Geo-Membrane is complete below the Geo-Composite deployment. The QC
destructive testing is noted as passing, the non-destructive air testing and the “V-Box” vacuum test is also
complete below Geo-Composite.
3) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for the product panel numbers, seaming, testing, and repairs etc is recorded in
the daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Ken Lobato on 1/3/2025787277Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 13, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Geo-Composite deployment on the cell floor Fig. 2: Geo-Composite deployment on the cell floor
Fig. 3: Geo-Composite deployment on the cell floor Fig. 4: Geo-Composite deployment on the cell floor
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Ken Lobato on 1/3/2025787277Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 14, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 54°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 06:30 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for the
previous working day. I met with T.E.P. this morning to discuss today’s anticipated work, the soil on the slopes
is covered with Geo-Textile fabric.
2) Observed Geo-Textile condition prior to deploying GCL clay liner on the north/northeast slope. Observed
GCL deployment and 60 mil HDPE Geo-Membrane deployment. The installer deployed materials on the north
and north-east slope to the cell floor.
3) The T.E.P. supervisor requested Kleinfelder QA to quantify the HDPE fusion seaming that has been
completed and mark out the destructive testing locations. The 60 mil HDPE that has been deployed was
marked out for destructive testing.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for the product panel numbers, seaming, testing, and repairs etc is recorded in
the daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Ken Lobato on 1/3/2025787958Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 14, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Looking at north/northeast slope upon arrival Fig. 2: Looking at north/northeast slope upon arrival
Fig. 3: GCL deployment, north and north-east slope Fig. 4: HDPE deployment, north and north-east slope
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Ken Lobato on 1/3/2025787958Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 15, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 49°F,  Cloudy
Contractor:Texas Environmental Plastics Time Start: 06:00 AM  Time Stop: 04:30 PM
Equipment:Fork-lift, skid-steer, atv, liner installation equipment
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Cell 6C liner plans, QA/QC plan documentation
Observations/Remarks
1) Arrived at the Trans-Jordan facility and distributed a copy of the daily field QA/QC plan document for the
previous working day. I met with T.E.P. this morning to discuss today’s anticipated work, observed deployment
prior to distributing the QA/QC plan.
2) Observed GCL condition prior to deploying HDPE liner on the north/north-east slope. Observed GCL
deployment, 60 mil HDPE deployment, and Geo-Composite deployment today. The installer deployed HDPE
Geo-Membrane on the north/north-east slope.
3) Fusion seams marked out at random over the course of the project for (1) destructive test per 500 linear
feet, referee samples were obtained. Also obtained two (2) extrusion “trial welds” and (1) extrusion destructive
test for the repair gun seaming/welding.
4) The bulk of the documentation for the project is a hard copy form document provided as the QA/QC plan.
The majority of the information for the product panel numbers, seaming, testing, and repairs etc is recorded in
the daily Trans-Jordan QA/QC plan.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Ken Lobato on 1/3/2025788318Page 1 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 15, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Photo Log
Fig. 1: Cell 6C bottom liner, 60 mil liner complete Fig. 2: Cell 6C bottom liner, 60 mil liner complete
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Ken Lobato on 1/3/2025788318Page 2 of 2
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
Daily Field Report - Nov 18, 2024
by  Paul Vanicsek for Trans-Jordan Landfill Cell 6C Bottom Lin
KLF Project #: 25001316.001A
Client:Trans-Jordan Cities 34°F,  Partly Cloudy
Contractor:Texas Environmental Plastics Time Start: 07:15 AM  Time Stop: 09:45 AM
Types of Tests/Observations Performed:
Other , Cell 6C Bottom Liner
Documents Referenced:
Trans-Jordan QA/QC plan documents
Observations/Remarks
1) I gathered all of the Cell 6C bottom liner referee destructive test samples from the Kleinfelder office where
they were being stored and delivered the samples to the Trans-Jordan facility. The referee samples were
delivered to Mr. Jason Turville office, the Trans-Jordan project manager, the 3-ring binder QA/QC plan
documentation was also delivered with the referee samples.
2) I met with the Trans-Jordan facility director and the Texas Environmental Plastics supervisor at the Trans-
Jordan facility to sign paperwork for project completion. The Cell 6C bottom liner project is now complete. The
Kleinfelder admin has scanned the 3-ring binder into a PDF, Trans-Jordan requested a PDF copy. The KLF
materials manager will distribute the PDF, respectively.
Kleinfelder Representative Signature
Paul Vanicsek
Kleinfelder Representative Print Name
Reviewed by: Ken Lobato on 1/3/2025789176Page 1 of 1
Limitations: Pursuant to applicable building codes, the information presented in this report is for the exclusive use of Kleinfelder’s client and the registered design professional in responsible
charge. Observations, and/or inspections reported are those existing at the time of our services and may not be the same or comparable at other times. Results apply only to items inspected or
tested. If changes to the plans and/or specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (conforms/does not conform), if
provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.
End of liner installation, protective cover
~80% complete on floor
End of liner installation, protective cover
~80% complete on floor
End of liner installation, protective cover
~80% complete on floor