DSHW-2023-207671 - 0901a06881254058

tate of Utah Mail - Trans Jordan Landfill - Stage F Closure QA/QC Documentation
Deq submit <[e-mail]>
Trans Jordan Landfill - Stage F Closure QA/QC Documentation
1 message
Jared Hawes <[e-mail]>Wed, Aug 9, 2023 at 1:51 PM
To: "[e-mail]" <[e-mail]>
Cc: Jason Turville <[e-mail]>, Bryan Woolf <[e-mail]>
To whom it may concern,
Installation of the Cell 6 Stage F Composite Cover for the Trans Jordan Landfill was recently completed. Based on the
data collected and provided by the Owner’s QA representative, the project was completed in accordance with the project
plans and specifications as and documented to the requirements of the QA/QC plan.
The attached file contains the plans, specifications, material submittal/approval and construction/installation
documentation for the geosynthetic portions of the cover installed by subcontractor (EC Applications). Protective soil
cover is currently ongoing and being performed by Trans Jordan Landfill staff.
Please review and let us know if you have any questions.
Jared Hawes P.E.
P.E.: UT
Office: 801-270-9400 x 102 | [e-mail]
Mobile: | www.IGESinc.com
___________________________
2702 South 1030 West, Suite 10
South Salt Lake, UT 84119
DSHW-2023-207671
State of Utah Mail - Trans Jordan Landfill - Stage F Closure QA/QC Documentation
TransJordan Landfill Stage F Cover 2023_QA-QC.pdf
25002K
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TransJordan Landfill 
Cell 5 Phase F Cover Construction  
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 5 Phase F Cover in spring and early summer of 2023. 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 cover placement 
including placement of daily/temporary soil cover during waste acceptance which largely serves 
as subgrade for the composite cover. Fine grading of subgrade was performed under direction of 
installation contractor immediately prior to cover installation. Landfill staff will also be 
responsible for placement of final cover soils and seeding over the next few months as cover soils 
are generated from processing/screening of on‐site soils. Anchor trench excavation was also 
performed by TransJordan staff. Installation of geosynthetic portion of the composite cover was 
awarded to EC Applications (ECA). ECA was fully mobilized to the site on May 18th with cover 
installation starting immediately after subgrade approval that day. Geosynthetic Clay Liner, HDPE 
and Drain Net placement proceeded from north to south with the final panels of Drain Net being 
placed on June 26th. 
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 September 18, 2022 with bids for the Phase F cover installation 
work due on October 11 2022. 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 ECA are included as Appendix B – Material Submittals.  Submittals 
are listed in order of receipts from ECA with some submittals for GCL, HDPE, and Geocomposite 
(Drain Net) overlapping one another.  
Page 2 of 8 

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 
material approval was issued.  The material approvals for the material submittals are included as 
Appendix C – Material Approvals.  Approvals are listed by date they were issued GCL, HDPE, and 
Geocomposite (Drain Net). Material submittals typically covered more than one material type 
and four 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. ECA 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 6 Phase F cover at the TransJordan Landfill were inspected prior to deployment by ECA 
and Kleinfelder personnel.   
The material acceptance documentation was completed by Kleinfelder concurrent with delivery 
and installation. The material acceptance for the material delivered to the site are included as 
Appendix D – Material Acceptance.   
Section 4 – Field Quality Assurance / Quality Control Documentation 
Section 5.0 of the Cell 6 Phase F Quality Assurance / Quality Control Plan details the 
documentation requirements for the field work associated construction.  The Cell 6 Phase F 
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 cover system. Quality Assurance (QA) activities were performed primarily by Paul Vanicsek 
of Kleinfelder. The following field Quality Assurance documentation is included in Appendix E – 
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 and geomembrane on any 
Page 3 of 8 

particular day should have be certified by the QC Inspector and approved by the QA 
Inspector. 
Status: 
A wet winter and spring delayed the start of construction as site conditions were not 
suitable for equipment access. Soil moisture combined with additional precipitation 
during installation work periodically eroded subgrade soils to expose sharp portions of 
rocks in cover soils. A determination was made early in the project to limit the area of 
subgrade acceptance to the area that could be covered during a given day so that minor 
final grading (where required) could be completed ahead of GCL placement. Work sub‐
areas were determined by ECA staff and Subgrade Acceptance forms for 33 separate sub‐
areas of Phase F were signed by ECA and countersigned by the Kleinfelder prior to 
initiation of GCL placement in any particular area. Acceptance forms are included in 
Appendix E 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 cover installation activities, including those performed on weekends.  
Status: 
Thirty‐three (33) Daily Field Logs were completed during the Cell 6 Phase F construction 
with the first log starting on May 18, 2023 and the last one being completed on June 24, 
2023. Daily Field Logs in chronological order are included in Appendix F. 
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: 
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On the initial start day, a meeting with personnel from ECA, TransJordan Landfill and 
Kleinfelder was held and documented. The meeting documentation for the 
preconstruction and daily meetings is included in Appendix F.   
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 cover was collected and recorded by Texas 
Environmental Plastics on their forms and is included as Appendix F – ECA Field QC Documents. 
Quality Control (QC) duties were performed by ECA project superintendent (Octavio Rivas) or 
by ECA QC Representative (Daniel Martinez) 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 F with other QA/QC documentation. 
284 separate panels of GCL were deployed in the construction of Cell 6 Phase F Closure.   
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 103 
panels of HDPE.  Appendix F contains the Deployment/Seaming Logs. 

F. HDPE Trial Weld  
Requirements: 
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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 ECA for May 18, 19, 22, 23, 25, 26, 29, 30, 
June 1, 2, 3, 5, 6, 9, 10, 16, 17, 26. A copy of the calibration certificates for the 
tensiometers is included in Appendix F. All trial weld testing results exceeded the 
minimums and the confirming testing results are included in Appendix F. 
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 ECA 
personnel and submitted to document each of HDPE seams on the Cell 6 Phase F cover. 
Appendix F contains the Deployment/Seaming Logs. 
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 ECA on their 
Air Test Log. Air Test Logs documented the non‐destruct testing results for the Cell 6 
Phase F HDPE cover with all non‐destructive air tests passing.  Appendix F contains the 
Non‐Destructive Testing logs. 
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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 
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 cover deployed.  Destructive tests were taken at a frequency of one test per 500 
foot of welded cover.  The seaming of the HDPE required approximately 21,000 feet of 
fusion welding requiring 46 destructive tests. ECA performed the required 46 destructive 
tests with all meeting the required minimum strength values.  Appendix F 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 cover. 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, ECA 
workers and supervisors along with the Kleinfelder QA representative, looked for 
evidence of any damage to the HDPE.  All 46 destructive testing sample areas were capped 
with testing observed. Repair logs documenting 215 repairs are presented in Appendix F. 
Page 7 of 8 

K. Geocomposite Placement 
Requirements: 
Section 5.4.8 of the QA/QC plan details the documentation requirements regarding 
Geocomposite Placement. 
Status:  
Individual Geonet Placement Logs were completed for Cell 6 Phase F cover. Deployment 
of the Skaps Transnet Geocomposite is documented in Appendix F. Prior to deployment 
all labels were checked by ECA and Kleinfelder and all material meet the QA/QC 
requirements. 242 separate panels of the Transnet were deployed in the installation of 
Phase F final cover. The Geocomposite was zip‐tied and heat‐leistered to connect the 
drainage portion of the cover. No QA/QC testing of the Geocomposite was required. 
L. Protective Soil Inspection (Future) 
Requirements: 
Protective soil installation will be performed by TJL staff prior to seeding. Documentation 
of minor earthwork performed by TJL staff during cover installation was documented and 
included in Appendix F. 
Status: 
ONGOING: Protective soil thickness documentation will be performed by TJL staff once 
the protective soil has been placed. 

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 F.  
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Status: 
Soft, rutted subgrade conditions were noted and repaired to ECA’s satisfaction several 
times (May 18, 19, 22, 25, 26, 27) during the early stages of cover installation. Some ruts 
were remaining from wet weather during winter and early spring months, others were 
not discovered until contact with construction equipment. Ruts were smoothed and low 
spots generally filled in with additional soil prior to subgrade acceptance and GCL 
Placement.  
Rain and high wind events periodically delayed construction and in one instance (May 25) 
resulted in GCL being exposed to precipitation prior to HDPE cover placement. HDPE 
panel 26 was installed as soon as possible after the rain event. The amount of 
precipitation exposure was considered minor by QA/QC representatives. Excess moisture 
was swept off GCL prior to HDPE placement and additional mitigation measures were not 
deemed necessary.  
Section 6 – As‐Built Drawings  
A copy of the As‐Built Drawings showing HDPE panels surveyed by Landfill personnel is included 
in Appendix G – 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 H. 
Section 8 – Quality Assurance / Quality Control Program Shortfalls  
The Cell 6 Phase F construction documentation was 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 cover installation process. Protective soil thickness will be 
observed and documented by Landfill personnel. Based on the documentation provided, the 
installation of Cell 6 Phase F cover at the TransJordan Landfill was performed in general 
accordance with the plans, specifications and Quality Assurance / Quality Control (QA/QC) Plan.  

APPENDIX A 

ADVERTISEMENT

INSTRUCTIONS TO BIDDERS, PROPOSAL CONTRACT

DOCUMENTS AND SPECIFICATIONS

FURNISH AND/OR INSTALL GEOSYNTHETIC CLAY LINER
(GCL), HDPE MEMBRANE, WELL HEAD BOOTS, ANCHOR
TRENCH, AND GEOCOMPOSITE FOR
PHASE F FINAL COVER

Bid 22-02

FOR

TRANS-JORDAN CITIES

August 24, 2022

PROJECT MANAGER: JASON TURVILLE

ENGINEER: IGES Inc., BRETT MICKELSON, P.E.

PURCHASING: BRENDA BINGHAM

September 20, 2022 PHASE F COVER CONSTRUCTION BID SPECS 22-02 i

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 .................................. 3
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
1.3.2 MATERIAL INSTALLATION ................................ 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 ...................... 18
SECTION 2.3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE ...... 18
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 .... 19
2.3.05 REUSE OF DOCUMENTS ................................. 20
2.3.06 ELECTRONIC DATA .................................... 20

September 20, 2022 PHASE F COVER CONSTRUCTION BID SPECS 22-02 ii
SECTION 2.4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL
CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE
POINTS ................................................... 20
2.4.01 AVAILABILITY OF LANDS ............................... 20
2.4.02 SUBSURFACE AND PHYSICAL CONDITIONS .................. 20
2.4.03 DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS .......... 21
2.4.04 UNDERGROUND FACILITIES .............................. 21
2.4.05 REFERENCE POINTS .................................... 22
2.4.06 HAZARDOUS ENVIRONMENTAL CONDITION AT SITE .......... 22
SECTION 2.5 - BONDS AND INSURANCE .............................. 23
2.5.01 PERFORMANCE, PAYMENT, AND OTHER BONDS .............. 23
2.5.02 LICENSED SURETIES AND INSURERS ....................... 23
2.5.03 CERTIFICATES OF INSURANCE ............................ 23
2.5.04 CONTRACTOR’S LIABILITY INSURANCE .................... 24
2.5.05 OWNER’S LIABILITY INSURANCE ......................... 24
2.5.06 PROPERTY INSURANCE ................................. 24
2.5.07 WAIVER OF RIGHTS .................................... 25
2.5.08 RECEIPT AND APPLICATION OF INSURANCE PROCEEDS ........ 26
2.5.09 ACCEPTANCE OF BONDS AND INSURANCE; OPTION TO REPLACE 26
2.5.10 PARTIAL UTILIZATION ACKNOWLEDGEMENT OF PROPERTY
INSURER ............................................ 26
SECTION 2.6- CONTRACTOR’S RESPONSIBILITIES ....................... 26
2.6.01 SUPERVISION AND SUPERINTENDENCE .................... 26
2.6.02 LABOR; WORKING HOURS ............................... 27
2.6.03 SERVICES, MATERIALS, AND EQUIPMENT ................... 27
2.6.04 PROGRESS SCHEDULE .................................. 27
2.6.05 SUBSTITUTES AND “OR-EQUALS” ......................... 27
2.6.06 CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS .... 28
2.6.07 PATENT FEES AND ROYALTIES ........................... 29
2.6.08 PERMITS ............................................ 29
2.6.09 LAWS AND REGULATIONS ............................... 30
2.6.10 TAXES .............................................. 30
2.6.11 USE OF SITE AND OTHER AREAS .......................... 30
2.6.12 RECORD DOCUMENTS .................................. 30
2.6.13 SAFETY AND PROTECTION .............................. 31
2.6.14 SAFETY REPRESENTATIVE .............................. 31
2.6.15 HAZARD COMMUNICATION PROGRAMS .................... 31
2.6.16 EMERGENCIES ........................................ 31
2.6.17 SHOP DRAWINGS AND SAMPLES .......................... 31
2.6.18 CONTINUING THE WORK ................................ 32
2.6.19 CONTRACTOR’S GENERAL WARRANTY AND GUARANTEE ...... 32
2.6.20 INDEMNIFICATION .................................... 33
2.6.21 DELEGATION OF PROFESSIONAL DESIGN SERVICES ........... 33
SECTION 2.7 - OTHER WORK AT THE SITE ............................. 34
2.7.01 RELATED WORK AT SITE ................................ 34
2.7.02 COORDINATION ....................................... 34
2.7.03 LEGAL RELATIONSHIPS ................................. 34

September 20, 2022 PHASE F COVER CONSTRUCTION BID SPECS 22-02 iii
SECTION 2.8 - OWNER’S RESPONSIBILITIES ........................... 34
2.8.01 COMMUNICATIONS TO CONTRACTOR ...................... 34
2.8.02 REPLACEMENT OF ENGINEER ............................ 34
2.8.03 FURNISH DATA ....................................... 35
2.8.04 PAY WHEN DUE ....................................... 35
2.8.05 LANDS AND EASEMENTS; REPORTS AND TESTS .............. 35
2.8.06 INSURANCE .......................................... 35
2.8.07 CHANGE ORDERS ..................................... 35
2.8.08 INSPECTIONS, TESTS, AND APPROVALS .................... 35
2.8.09 LIMITATIONS ON OWNER’S RESPONSIBILITIES ............... 35
2.8.10 UNDISCLOSED HAZARDOUS ENVIRONMENTAL CONDITION ..... 35
2.8.11 EVIDENCE OF FINANCIAL ARRANGEMENTS ................. 35
SECTION 2.9 - ENGINEER’S STATUS DURING CONSTRUCTION ............. 35
2.9.01 OWNER’S REPRESENTATIVE ............................. 35
2.9.02 VISITS TO SITE ........................................ 35
2.9.03 PROJECT REPRESENTATIVE .............................. 36
2.9.04 AUTHORIZED VARIATIONS IN WORK ...................... 36
2.9.05 REJECTING DEFECTIVE WORK ........................... 36
2.9.06 SHOP DRAWINGS, CHANGE ORDERS AND PAYMENTS.......... 36
2.9.07 DETERMINATIONS FOR UNIT PRICE WORK .................. 36
2.9.08 DECISIONS ON REQUIREMENTS OF CONTRACT DOCUMENTS AND
ACCEPTABILITY OF WORK .............................. 36
2.9.09 LIMITATIONS ON ENGINEER’S AUTHORITY AND RESPONSIBILITIES
37
SECTION 2.10 - CHANGES IN THE WORK; CLAIMS ....................... 37
2.10.01 AUTHORIZED CHANGES IN THE WORK .................... 37
2.10.02 UNAUTHORIZED CHANGES IN THE WORK .................. 37
2.10.03 EXECUTION OF CHANGE ORDERS ........................ 37
2.10.04 NOTIFICATION TO SURETY ............................. 37
2.10.05 CLAIMS ............................................ 38
SECTION 2.11 - COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK ..... 38
2.11.01 COST OF THE WORK ................................... 38
2.11.02 ALLOWANCES ....................................... 40
2.11.03 UNIT PRICE WORK .................................... 40
SECTION 2.12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 40
2.12.01 CHANGE OF CONTRACT PRICE........................... 40
2.12.02 CHANGE OF CONTRACT TIMES .......................... 41
2.12.03 DELAYS ............................................ 41
SECTION 2.13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR
ACCEPTANCE OF DEFECTIVE WORK ............................ 41
2.13.01 NOTICE OF DEFECTS .................................. 41
2.13.02 ACCESS TO WORK .................................... 41
2.13.03 TESTS AND INSPECTIONS ............................... 42
2.13.04 UNCOVERING WORK .................................. 42
2.13.05 OWNER MAY STOP THE WORK .......................... 42
2.13.06 CORRECTION OR REMOVAL OF DEFECTIVE WORK ........... 42
2.13.07 CORRECTION PERIOD ................................. 43

September 20, 2022 PHASE F COVER CONSTRUCTION BID SPECS 22-02 iv
2.13.08 ACCEPTANCE OF DEFECTIVE WORK ...................... 43
2.13.09 OWNER MAY CORRECT DEFECTIVE WORK ................. 43
SECTION 2.14 - PAYMENTS TO CONTRACTOR AND COMPLETION ........... 44
2.14.01 SCHEDULE OF VALUES ................................ 44
2.14.02 PROGRESS PAYMENTS ................................. 44
2.14.03 CONTRACTOR’S WARRANTY OF TITLE .................... 45
2.14.04 SUBSTANTIAL COMPLETION ............................ 45
2.14.05 PARTIAL UTILIZATION ................................. 46
2.14.06 FINAL INSPECTION ................................... 46
2.14.07 FINAL PAYMENT ..................................... 46
2.14.08 FINAL COMPLETION DELAYED .......................... 47
2.14.09 WAIVER OF CLAIMS ................................... 47
SECTION 2.15 - SUSPENSION OF WORK AND TERMINATION ............... 47
2.15.01 OWNER MAY SUSPEND WORK ........................... 47
2.15.02 OWNER MAY TERMINATE FOR CAUSE ..................... 47
2.15.03 OWNER MAY TERMINATE FOR CONVENIENCE .............. 48
2.15.04 CONTRACTOR MAY STOP WORK OR TERMINATE ............ 48
SECTION 2.16 - DISPUTE RESOLUTION ............................... 49
2.16.01 METHODS AND PROCEDURES ........................... 49
SECTION 2.17 - MISCELLANEOUS ................................... 49
2.17.01 GIVING NOTICE ...................................... 49
2.17.02 COMPUTATION OF TIMES .............................. 49
2.17.03 CUMULATIVE REMEDIES ............................... 49
2.17.04 SURVIVAL OF OBLIGATIONS ............................ 49
2.17.05 CONTROLLING LAW .................................. 49
2.17.06 HEADINGS .......................................... 49
SECTION 2.18 - MODIFICATIONS OF GENERAL CONDITIONS ............... 49
2.18.01 GENERAL CONDITIONS ................................ 49
2.18.02 OWNER'S REPRESENTATIVE ............................ 50
2.18.03 ENGINEER .......................................... 50
2.18.04 CONTRACTOR ....................................... 50
2.18.05 CITY ............................................... 50
2.18.06 COUNTY ............................................ 50
2.18.07 OWNER ............................................ 50
2.18.08 SCOPE OF PROJECT ................................... 50
2.18.09 CONTRACTOR'S RESPONSIBILITY ........................ 50
2.18.10 COMPLIANCE WITH STATE LAWS ........................ 50
2.18.11 INSURANCE COVERAGE ................................ 50
2.18.12 CONTRACTOR'S PAYMENTS FOR LABOR AND MATERIALS ..... 50
2.18.13 LIABILITY AND INDEMNIFICATIONS ...................... 50
2.18.14 WORKMANSHIP, MATERIALS AND CONSTRUCTION GUARANTEE 51
PART III - MATERIAL SPECIFICATIONS .................................................................................... 52
SECTION 3.1 - GEOSYNTHETIC CLAY LINER (GCL)..................... 52
3.1.01 SECTION INCLUDES .................................... 52
3.1.02 REFERENCES ......................................... 52
3.1.03 DEFINITIONS ......................................... 52
3.1.04 SUBMITTALS ......................................... 53

September 20, 2022 PHASE F COVER CONSTRUCTION BID SPECS 22-02 v
3.1.05 QUALITY CONTROL .................................... 53
3.1.06 DELIVERY, STORAGE AND HANDLING ..................... 53
3.1.07 WARRANTY .......................................... 53
3.1.08 PRODUCTS ........................................... 53
3.1.09 MATERIAL ........................................... 53
3.1.10 PRODUCT LABELING ................................... 54
3.1.11 PACKAGING .......................................... 54
3.3.03 DEFINITIONS ......................................... 59
3.3.04 SUBMITTALS ......................................... 59
3.3.05 DELIVERY, STORAGE, AND HANDLING ..................... 60
3.3.06 PRODUCTS ........................................... 60
PART IV ................................................................................................................................................. 61
MATERIAL INSTALLATION SPECIFICATIONS ........................................................................ 61
SECTION 4.1 - GENERAL REQUIREMENTS ............................ 61
4.1.01 GENERAL CONDITIONS ................................. 61
4.1.02 WORK INCLUDED ...................................... 61
4.1.03 SUMMARY OF WORK ................................... 61
4.1.04 PRIME CONTRACTOR’S RESPONSIBILITY .................... 61
4.1.05 CONFORMITY WITH PLANS .............................. 62
4.1.06 ERRORS AND OMISSIONS ................................ 62
4.1.07 NOTICE TO OWNER’S REPRESENTATIVE .................... 62
4.1.08 LINES AND GRADES .................................... 62
4.1.09 SUPERVISORY PERSONNEL .............................. 62
4.1.10 TIME OF PERFORMANCE AND PARTIAL PAYMENTS ............ 62
4.1.11 LIST OF DRAWINGS .................................... 62
SECTION 4.2 - EQUIPMENT AND LABOR FURNISHED BY CONTRACTOR.... 63
SECTION 4.3 - GEOSYNTHETIC CLAY LINER (GCL)..................... 63
4.3.01 SECTION INCLUDES .................................... 63
4.3.02 DEFINITIONS ......................................... 63
4.3.03 SUBMITTALS ......................................... 63
4.3.04 QUALITY CONTROL .................................... 63
4.3.05 PRODUCTS ........................................... 63
4.3.06 ON-SITE HANDLING .................................... 64
4.3.07 STORAGE - OWNER RESPONSIBILITY ....................... 64
4.3.08 GCL PLACEMENT ...................................... 64
4.3.09 GCL PANEL SEAMING ................................... 64
4.3.10 DAMAGE REPAIR ...................................... 65
4.3.11 INSTALLATION ........................................ 65
4.3.12 INSTALLATION WARRANTY .............................. 65
SECTION 4.4 - HIGH-DENSITY POLYETHYLENE GEOMEMBRANE LINER ... 65
4.4.01 SECTION INCLUDES .................................... 65
4.4.02 DEFINITIONS ......................................... 65
4.4.03 SUBMITTALS ......................................... 65
4.4.04 QUALIFICATIONS ...................................... 66
4.4.05 QUALITY CONTROL .................................... 66
4.4.06 QUALITY ASSURANCE .................................. 66
4.4.07 ON-SITE HANDLING .................................... 66

September 20, 2022 PHASE F COVER CONSTRUCTION BID SPECS 22-02 vi
4.4.08 INSTALLATION ........................................ 66
4.4.09 INSTALLATION WARRANTY .............................. 66
SECTION 4.5 - GEOCOMPOSITE .................................... 66
4.5.01 SECTION INCLUDES .................................... 66
4.5.02 DEFINITIONS ......................................... 67
4.5.03 SUBMITTALS ......................................... 67
4.5.04 QUALIFICATIONS ...................................... 67
4.5.05 QUALITY CONTROL .................................... 67
4.5.06 QUALITY ASSURANCE .................................. 67
4.5.07 ON-SITE HANDLING .................................... 67
4.5.08 INSTALLATION ........................................ 68
4.5.09 INSTALLATION WARRANTY .............................. 68

2 | Page
PART I
BIDDING AND CONTRACTUAL DOCUMENTS

SECTION 1.1 - ADVERTISEMENT

TRANS-JORDAN CITIES
NOTICE OF INVITATION TO BID

BID NO. 22-02

SEALED BIDS must be received by Tuesday, October 4, 2022, 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, WELL HEAD BOOTS, ANCHOR TRENCH,
AND GEOCOMPOSITE FOR PHASE F FINAL COVER

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

INSTRUCTIONS, PLANS, AND SPECIFICATIONS, will be available beginning Monday, September 18th, 2022 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 Brett
Mickelson, IGES Inc., telephone [phone] ext. 101.

DOCUMENTS REQUIRED AT BID OPENING:

1. Bid forms provided
2. Copy of current Business License
3. Bid Bond
4. 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 informaliti es
in any bid as its best interests appear.

Brenda Bingham, Purchasing Agent.
Dates of Publication:
Invitation to Bid published on September 18th and September 25th in the Salt Lake Tribune

TRANS-JORDAN CITIES
Attn.: Brenda Bingham

10473 S Bacchus Hwy P.O. Box 95610
South Jordan, UT 84009 South Jordan, Utah 84095-0610

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 Tuesday, October 4th 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 long hand. The completed
form shall be without interlineations, alterations, or erasures, unless such are initialed by the bidder.

All bids must be submitted in sealed envelopes bearing on the outside, the name of the bidder, their address, and the name of
the project. 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 per cent.
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 September 27th, 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 contra ct.
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 counterpart s.
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 t he
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 b e
responsible for its prompt delivery. Any interpretation or addendum will be mailed or delivered to each known person 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 technical
specifications.
4 | Page
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, unle ss
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 con tract 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 deliv ery 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 October 17th, 2022 and shall be completed prior to January 17th, 2023 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

492,000
GCL Material

2

ft2

492,000
60-mil HDPE Liner

3

ft2

472,400

Geocomposite2

4

EA

14

Wellhead Boots

5

Ft

1,800

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

6

$

Sales Tax1

7

$

MATERIAL
SUBTOTAL

1 See tax information in section 2.6.10 Taxes.
2 19,600 sq ft of Geocomposite currently onsite.
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

492,000
GCL Material

9

ft2

492,000
HDPE Liner

10

ft2

492,000
Geocomposite

11

EA

14
Wellhead Boots

12

ft

1800

100 Ml. Protective
Edge (5' wide)

13

$

14

$

Sales Tax1

15 $
INSTALLATION
SUBTOTAL

6 | Page
TOTAL BID PRICE (Material subtotal plus Installation subtotal) $_________________________________________

TOTAL BID PRICE IN WRITTEN WORDS $ _________________________________________________________

Material Delivery Schedule attached?__________

Tentative Work Schedule attached?_____________

Bid Bond 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, well head boots, Anchor trench, and Geocomposite, 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 (4) - Furnished by Owner
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 t he
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. Nei ther 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:

P.O. BOX 95610 ____________________________________
BUSINESS ADDRESS: BUSINESS ADDRESS:

SOUTH JORDAN UT ____________________________________
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, successor s

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 Princip al 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.

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.

11 | Page
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 claiman t
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 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.
13 | Page

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 paymen ts 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

15 | Page
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) complete
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.

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.
16 | Page

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, ordinanc -
es, 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 completion
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 Fahren heit 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
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
17 | Page
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 Subcontrac tor.

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

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 connec tion
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
18 | Page
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 Agree ment
or, if a Notice to Proceed is given, on the day indicated in
the Notice to Proceed. A Notice to Pro ceed may be given
at any time within 30 days after the Effective Date of the
Agreement. In no event will the Contract Times commence
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
conference attended by Owner, Contractor, Engineer, and
others as appropriate will be held to establish a worki ng
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 provid ed 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,
19 | Page
AMENDING, REUSE

2.3.01 INTENT

A. The Contract Documents are comple mentary;
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 Documents.
Any labor, documentation, services, materials, or equip -
ment 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 refer-
ence be specific or by implication, shall mean the standard,
specification, manual, code, or Laws or Regulations 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 perfor mance 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 perfor mance 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 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, ambiguity,
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

20 | Page
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 inad vertently 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 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 perma nent changes
in existing facilities. If Contractor and Owner are unable to
agree on entitleme nt 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 o f 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
21 | Page
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 Adjust ments

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
condition causes an increase or decrease in Contractor’s
cost of, or time required for, perfor mance 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 negotiated
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,

22 | Page
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 a n 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 docu ment
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 o r Contractor
may make a Claim therefore as provided in Paragraph
2.10.05.
2.4.05 REFERENCE POINTS

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 emer gency 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
23 | Page
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 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 consequences 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 negligence.

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 perfor mance 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 pub-
lished 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.

24 | Page
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;

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 respec-
tive 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 provid ed 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 insurance,
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
25 | Page
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;

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 who m 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 pur chased
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 Supple-
mentary 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 cover age
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 Supplemen-
tary 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
26 | Page
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 Completion pursuant
to Paragraph 2.14.04, or after final 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 agree ment as the parties in interest
may reach. If no other special agreement is reached, the
damaged Work shall be repaired or re placed, 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 Sub stantial
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, tech-
nique, 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.

27 | 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 other wise required for the safety or
protection of persons or the Work or property at the Site or
adjacent thereto, and except as other wise 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 adjustments
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
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
28 | Page
considered a proposed substitute item.

b. Contractor shall submit sufficient information as
provided below to allow E ngineer 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 pro posed
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 Docu-
ments (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, 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
29 | Page
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 Supple-
mentary 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 constitute
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 performing
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
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 incorpo-
ration 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.
30 | Page
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
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 proper -
ty 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
31 | Page
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, pave ments,
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 proper ty
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 Drawings
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 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 accordance
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
32 | Page
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 procedures
of construction, and safety precautions and programs inci-
dent 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 satis fied
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 sub mitted
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
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 corrected
copies of Shop Drawings and sub mit, 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 Docu-
ments 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
33 | Page
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 accordance
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 payme nt 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, partner s,
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 destructi on 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 individual or entity directly or indirect ly 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
34 | Page
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 Con-
tract 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. Contract or shall
not endanger any work of others by cutting, excavat ing, 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 contrac tors.

C. If the proper execution or results of any part of
Contractor’s Work depends upon work per formed 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 Contrac tor’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 Conditions:

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 responsibilities
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 reasonab le 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.

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.
35 | Page

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

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 inter -
vals 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,
36 | Page
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 adjust ment in the Contract Price
or the Contract Times and are compatible with the design
concept of the completed Project as a functioning whole 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,
37 | Page
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 exer cise 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 perfor mance
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 mainte-
nance 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 inspections, 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) re quired
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
38 | Page
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 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 Sat urday,
Sunday, or legal holidays, shall be included in the above to
the extent authorized by Owner.

2. Cost of all materials and equipment fur nished
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 payments, 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
39 | Page
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,
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
40 | Page
form acceptable to Engineer an itemized cost breakdown
together with supporting data.

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 Agree-
ment.

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 ade quate 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 application
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 agreement
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:

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
41 | Page
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 Subcon -
tractor;

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 de crease 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
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
42 | Page
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 neces -
sary 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
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).

43 | Page
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 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 expeditiously. 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.

44 | Page
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 Docu-
ments 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 replacement 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 o f Applica-
tion 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 arrange ments 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 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:
45 | Page

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

b. for the means, methods, techniques, sequences, or proce-
dures of construction, or the safety precautions and pro-
grams 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 ac count
of the Contract Price, or

e. to determine that title to any of the Work, mate rials, 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 defect ive 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 d ue, 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 perfor mance 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
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
46 | Page
definitive certificate of Substantial Completion (with a
revised tentative list of items to be completed or corrected)
reflecting such changes from the tentative certificate as
Engineer believes justified after consideration 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 conditions.

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 substantially
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 Substantial Com-
pletion 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 maintenance
and operating instructions, schedules, guarantees, 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
47 | Page
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. Other wise, Engineer will return the Application
for Payment to Contractor, indicating in writing the reasons
for refusing to recommend final payment, in which cas e
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 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 e xtension 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 suffi cient
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
48 | Page
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 conver sion),

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.

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 determined 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 other wise for expenses or damage
directly attributable to Contractor’s stopping the Work as
permitted by this Paragraph.

49 | Page
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.

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 accor-
dance with the Contract Documents, as well as all continu-
ing obligations indicated in the Contract Documents, 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.

50 | Page
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 inspec tors 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 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 well boots and 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 high ways,
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
51 | Page
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.

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.
52 | 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
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.
53 | Page
d. Minimum Average Roll Value (MARV): The minimum average value of a parti cular 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 produ ct 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 t ensile
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 ren dered 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 an d
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.
b. The GCLs and components shall have the properties listed in Table 1 below.

54 | Page
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.
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.
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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.
c. Extrudate: The molten polymer which is emitted from an ext ruder 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 rest raining
(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
56 | Page
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
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.
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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 defe ctive
material will be provided to Owner on a pro rata basis for the estimated cost to Owner at that time of supplying and installi ng
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 direc tion.
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 fu rnace) 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 geo membrane.
(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
59 | Page

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 allo ws 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.
3.3.04 SUBMITTALS
a. Submit with bid a Manufacturer’s Certificate indicating the proposed product meets the requirements of this
specification.
60 | Page
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.
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
61 | Page
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 specifica tions.
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), Well Boots, Geocomposite (drainage net), Anchor Trench, and an HDPE
protective edging on Owner’s property at the Trans-Jordan Landfill located in South Jordan, Utah.

a. Install approximately 492,000 sq ft of reinforced Geosynthetic Clay Liner.
b. Install approximately 492,000 sq ft of High-density Polyethylene Liner.
c. Install approximately 492,000 sq ft of Geocomposite.
d. Install approximately 1,800 feet of 100 mil protective edging.
e. Install 14 well boots.
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 a nd 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 ope rations 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 t hat the
parts fit together in a neat, tight, and workmanlike manner to function properly and as intended at the completion of the wor k.
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
contractors every reasonable opportunity for the installation of their work and for the storage of their mat erial.

62 | Page
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 shal l
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 poin ts
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 author ized, 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 complet ed 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 construc tion 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: Phase F Closure (BID 9-13-22)

a. Title Sheet - Sheet 1
b. Site Plan - Sheet 2
c. Cover Details - Sheet 3

Some portions of the package refer to other contracts not included in this scope of work.
63 | Page
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 equipme nt
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 stre ets 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 the y
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 sta tement
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.
4.3.05 PRODUCTS
a. The reinforced GCL must be supplied by the Contractor.
64 | Page
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 b ar 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.
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
65 | Page
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 no t 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””
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.
66 | Page
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 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. P rovide 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.
67 | Page
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/Q C
Plan attached to these specifications.
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.
68 | Page
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. Provid e a minimum
of 2 year non-pro rata warranty for the installation against defects.

Addendum #1 to Request for BID #22-02
FURNISH AND/OR INSTALL GEOSYNTHETIC CLAY LINER (GCL), HDPE MEMBRANE, WELL HEAD BOOTS,
ANCHOR TRENCH, AND GEOCOMPOSITE FOR PHASE F FINAL COVER

Addenda Item #1

The bid submission date has been changed:

Section 1.1
From: SEALED BIDS must be received by Tuesday, October 4, 2022, in the office of the Trans-Jordan Purchasing
Agent, 10473 S. Bacchus Hwy (U-111), South Jordan, Utah 84009

To: SEALED BIDS must be received by Tuesday, October 11, 2022, at 2:00 p.m. (MDT) in the office of the
Trans-Jordan Purchasing Agent, 10473 S. Bacchus Hwy (U-111), South Jordan, Utah 84009 or via e-mail
at [e-mail]. Responses will not be opened or evaluated until after closing of the
submittal deadline. Late responses will not be accepted.

Any bids submitted via e-mail shall have the subject line read: SUBMISSION FOR BID #22-02

Section 1.2
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 Tuesday, October 4th 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, October 11th at
which time the proposals will be opened and read in the TRANS-JORDAN LANDFILL CONFERENCE ROOM,
commencing at 2:00 P.M.

Clarification Regarding Bid Bond:
Section 1.1
From: DOCUMENTS REQUIRED AT BID OPENING:

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

To: DOCUMENTS REQUIRED AT BID OPENING:

1. Bid forms provided
2. Copy of current Business License
3. Bid Bond (No Bid Bond Required)
4. Material Delivery Schedule
5. Tentative Installation Schedule (beginning and ending dates)
6. List of proposed subcontractors

Change to Commencement and Completion of Work:
Section 1.2.14
From: 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 October 17th, 2022 and shall be
completed prior to January 17th, 2023 weather permitting.
To: 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 October 17, 2022 and shall be completed
prior to April 1, 2023 weather permitting.

Drawing No.2 Cover Detail Change / Clarification
Note 9
From: “Contractor is to prepare/approve subgrade for liner and boot placement around existing 12” HDPE pipe”
To: 2 qty 2 inch HDPE pipes will need boots on the south side of the project at the anchor trench. This can be
field fit.

Clarifications / Answers to questions received:
• Trans-Jordan does not require any wage rate requirements
• There is no retention on payments to contractors
• Trans-Jordan will dig and backfill anchor trenches
• Install contractor is to unload and store material on-site
• Light pressure equipment, 7 psi or less, can be operated on the GCL and Liner as long as no sharp turns are
done that will damage the liner

Acknowledgment of receipt of
ADDENDUM #1 for BID #22-02

I/We acknowledge receipt of addendum #1 to Trans-Jordan Cities BID #22-02
FURNISH AND/OR INSTALL GEOSYNTHETIC CLAY LINER (GCL), HDPE MEMBRANE, WELL
HEAD BOOTS, ANCHOR TRENCH, AND GEOCOMPOSITE FOR PHASE F FINAL COVER

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

(
O
L
D

B
I
N
G
H
A
M

H
I
G
H
W
A
Y
)
U-
1
1
1
PUBLIC
CONVENIENCE
CENTER
SCALES/
SCALEHOUSE
OFFICE/
SHOP
PHASE E
CLOSURE
(EXISTING)
LANDFILL
ENTRANCE
DRONE
LAUNCH
FACILITY
To be drilled on next section of closure.
1
A
B
2 3
C
4
SHEET TITLE
1
ISSUE:
DESCRIPTION
21 3 4
A
C
T-J LANDFILL PHASE F CLOSURE
TITLE
B
SHEET
Trans-Jordan Landfill
Phase F Closure
2022
VICINITY MAP
SITE MAP
LOCATION MAP
DRAWING INDEX
SHEET TITLE
1 TITLE SHEET
2 SITE PLAN
3 COVER DETAILS
CHECKED BY:
COPYRIGHT:
JS
IGES 2022
DESIGNED BY:BDM
DRAWN BY:JAH
CAD DWG FILE:00102\015\Phase F Closure.dwg
PROJECT NO.:00102-015
MARK DATE
DRAFT09/02/22
BID SET09/13/22
ISSUED
FOR BID
PUBLIC
CONVENIENCE
CENTER
SCALES/
SCALEHOUSE
OFFICE/
SHOP
D-1
2 3
D-6
2 3D-4
2 3
D-3
2 3
D-5
2 3
D-4
2 3
D-3
2 3
D-2
2 3
PHASE E
CLOSURE
(EXISTING)
LANDFILL
ENTRANCE
DRONE
LAUNCH
FACILITY
5
0
9
0
51
0
0
5
1
1
0
51
2
0
51
3
0
5
1
4
0
51
5
0
To be drilled on next section of closure.
1
A
B
2 3
C
4
SHEET TITLE
2
ISSUE:
DESCRIPTION
21 3 4
A
C
T-J LANDFILL PHASE F CLOSURE
SITE
B
PLAN
CHECKED BY:
COPYRIGHT:
JS
IGES 2022
DESIGNED BY:BDM
DRAWN BY:JAH
CAD DWG FILE:00102\015\Phase F Closure.dwg
PROJECT NO.:00102-015
MARK DATE
DRAFT09/02/22
NOTES:
1. D-5 APPLIES TO ALL WELL HEAD
PENETRATIONS (14)
2. ALL PIPING INSTALLED ON TOP OF LINER
COMPONENTS ONCE LINER CONSTRUCTION IS
COMPLETE.
PHASE F CLOSURE LIMITS
BID SET09/13/22
ISSUED
FOR BID
SEE ENLARGED
VIEW ABOVE
30"
24-30"(TYP.)
GCL
1
5'
2.5'1'
100 MIL HDPE5
GEOCOMPOSITE
3
HDPE2
GCL
HDPE
GEOCOMPOSITE
1
2
3
12-IN. SELECT
SOILS
24-IN. GENERAL SOILS4
4
FUTURE CONNECTION EDGE
DETAIL
BOTTOM ANCHOR TRENCH - NORTH
DETAIL
GCL
HDPE
GEOCOMPOSITE
12" SELECT
SOILS
24" GENERAL SOILS
DRAINAGE
SWALE
1
2
4
3
D-1
EXISTING COVER TIE IN
DETAIL
GCL
1
GEOCOMPOSITE
3
HDPE2
PHASE E
ANCHOR TRENCH
(EXISTING)
ZIP-TIE AND
LEISTER
PHASE D
CAP (EXISTING)
EXISTING COVER TIE IN SEQUENCE
A. LOCATE PHASE E ANCHOR TRENCH, EXCAVATE TEMPORARY
COVER SOILS AND REMOVE TEMPORARY PROTECTIVE 100 MIL
HDPE (BY OWNER).
B. ROLL BACK EXISTING GEOCOMPOSITE; EXPOSE PHASE E CAP.
C. BEGIN INSTALLATION OF PHASE E CAP; GCL, HDPE ALONG
PHASE E ANCHOR TRENCH AS PER DETAIL 3.
D. EXPOSE, ZIP TIE AND LEISTER NEW GEOCOMPOSITE FOR
USE IN PHASE F CLOSURE.
E. PLACE COVER SOILS (BY OWNER)
LINER TIE-IN
12-IN. SELECT
SOILS
24-IN. (MIN.) GENERAL SOILS
4
4
GCL
1
HDPE2
MSW
GEOCOMPOSITE
COMPOSITE LANDFILL COVER (TYPICAL)
DETAIL
12-IN. SELECT
SOILS
24-IN. (MIN) GENERAL SOILS
GCL
HDPE
GEOCOMPOSITE
EXTRUSION WELD
HDPE BOOT
LINER CONNECTION AT COLLECTION WELLS (TYP)
DETAIL
PIPE CLAMP
1
2
4
4
6
3
4"Ø
18" INTERMEDIATE
COVER SOILS
12" MIN.
(WELGARD MEMBRANE SEAL OR APPROVED EQUIVALENT)
7
FUSION OR EXTRUSION
WELD HDPE
PVC SLIP CAP
PVC UMBRELLA
NOT REQUIRED
8
BOTTOM ANCHOR TRENCH - SOUTH
DETAIL
GCL
HDPE
GEOCOMPOSITE
12" SELECT
SOILS
24" GENERAL SOILS
30"
24-30"1
2
4
4
3
EXISTING LINER
FINAL COVER
SOILS
2 3
D-2
2 3
D-3
2 3
D-4
2 3
D-5
2 3
D-6
2 3
4" Ø PERFORATED PIPE
(BY OWNER)
4
30"
30"
24-30"
~ 4'
1
A
B
2 3
C
4
SHEET TITLE
2
ISSUE:
DESCRIPTION
21 3 4
A
C
T-J LANDFILL PHASE F CLOSURE
COVER
B
DETAILS
CHECKED BY:
COPYRIGHT:
JS
IGES 2022
DESIGNED BY:BDM
DRAWN BY:JAH
CAD DWG FILE:00102\015\Phase F Closure.dwg
PROJECT NO.:00102-015
MARK DATE
DRAFT09/02/22
NOTES:
1. GCL TO BE CETCO BENTOMAT DN OR
APPROVED EQUIVALENT
2. HDPE TO BE 60-MIL TEXTURED (BOTH SIDES)
3. GEOCOMPOSITE TO BE SKAPS TRANSNET 270
MIL WITH 6 OZ. FABRIC ON BOTH SIDES, OR
APPROVED EQUIVALENT
4. ALL COVER SOILS TO BE PROVIDED AND
PLACED BY OWNER
5. TEMPORARY/PROTECTIVE
6. ?????? (xx) TOTAL LINER PENETRATIONS TO
ACCOMMODATE WELLS/VALVES INSTALLED BY
OTHERS. HDPE LINER TO BE EXTRUSION
WELDED TO PREFABRICATED HDPE BOOTS
(PROVIDED BY CONTRACTOR).
7. WELLS TO BE DRILLED BY OTHERS PRIOR TO
COVER INSTALLATION
8. PVC PIPE WILL EXTEND ONLY 1-FT ABOVE
EXISTING GRADE PRIOR TO LINER
INSTALLATION.
9. CONTRACTOR TO PREPARE/APPROVE
SUBGRADE FOR LINER AND BOOT PLACEMENT
AROUND EXISTING 12"Ø HDPE PIPE.
BID SET09/13/22
ISSUED
FOR BID

APPENDIX B 

DUE SUB. 
AUT
SUB. 
NUM
REV. 
NUM SUBMITTAL DESCRIPTION SPECIFICATION SECTION DATE 
SUBMITTED DATE RETURNED
SUBMITTAL 
STATUS
DATE 
SUBMITTED DATE RETURNED
SUBMITTAL 
STATUS
DATE 
SUBMITTED DATE RETURNED
SUBMITTAL 
STATUS NOTES
PR RB 1 Geomembrane Product Specifications Section 3.2.04 10/28/2022
D
RB
2
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.
Section 3.2.04 C‐1 A to E
D
RB
3
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.
Section 3.2.04 C‐2 A to E
D RB 4
Geomembrane Roll.Typical results of complete notched constant tensile load test (GRI‐GM‐5) for specified resin and
sheet thickness.
Section 3.2.04 C‐2 F
D
RB
5
Geomembrane Roll. 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.
Section 3.2.04 C‐2 G & H
D RB 6 Geomembrane Roll. Geomembrane delivery, storage, and handling instructions. Section 3.2.04 C‐2 I 10/28/2022
D RB 7 Geomembrane Roll. Geomembrane installation instructions. Section 3.2.04 C‐2 J 10/28/2022
D RB 8 Geomembrane Roll. Sample warranties for review. Section 3.2.04 C‐2 K 10/28/2022
D
RB
9
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.
Section 3.2.04 C‐3 A to F
PR RB 10 Schedules and Drawings. 1. Detailed installation schedule  2. Installation layout drawings Section 4.4.03 A 1 & 2 10/28/2022
D RB 11
Qualifications. 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.
Section 4.4.03 B 1 to 3
D
RB
12
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.
Section 4.4.03 C 1 to 2
PR RB 13 Equipment and Personnel. 1. Equipment list stating quantity and types.2. List of personnel to perform field seaming operation Section 4.4.03 D 1 to 2
P
RB
14
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.
Section 4.4.03 E 1 to 4
PR RB 15 Geocomposite: Material Specification Sheet Section 3.3 Subsection 3.3.04 10/28/2022
DRB16 Geocomposite: Manufacturer's QA/QC certificate Section 3.3 Subsection 3.3.04 C
PR RB 16 Geocomposite: Schedule and Drawings ection 4.5 Subsection 4.5.03 A 1& 10/28/2022
DRB17 Geocomposite: Field Quality Control Documents Section 4.5 Subsection 4.5.03 B
PR RB 18 Geocomposite: Equipment and Personnel Section 4.5 Subsection 4.5.03 C 10/28/2022
PRB19
Geocomposite: Completion Documentations ‐ 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.
Section 4.5 Subsection 4.5.03 D
PR RB 20 GCL: Material Specification Sheet Section 3.1 Subserction 3.1.04 10/28/2022
DRB21 GCL: Manufacturer's QA/QC certificate Section 3.1 Subserction 3.1.04 C
PR RB 22 GCL: Qualifications that contractor is experienced to install GCL and include a project reference list demonstrating company ex Section 4.3 Subsection 4.3.03 A 10/28/2022
PR RB 23 GCL: Conceptual panel layout Section 4.3 Subsection 4.3.03 B 10/28/2022
DRB24 GCL: Contractor shall supply the labels from the wrap on the outside of each roll of liner Section 4.3 Subsection 4.3.03 C
PRB25 GCL: Contractor shall submit daily field reports detailing liner placed, QC testing, personnel, and weather conditions Section 4.3 Subsection 4.3.03 C
ORIGINAL REVISION 1 REVISION 2
10/28/2022
223147
TransJordan Landfill Phase F Final Cover 
(PR) Pre‐Construction, (D) During Construction, (P) Post Construction
Date:
Project Number:
Project Name:
Due:
SUBMITTAL LOG
DATE:
SUBMITTAL NO.: 1
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ECApplications AUTHORIZED SIGNATURE
Ruben Brito
NOTE:
SUBMITTAL CONTROL FORM
ITEM 
NO.
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
NO. OF 
COPIESSUBMITTAL DESCRIPTION
901 E. Orangethorpe Ave.
Ruben Brito
EC Applications
P.O Box 95610
Jason Turville
Trans‐Jordan Cities 
Phase F Final Cover 
223147
October 28, 2022
1Geomembrane Product Specifications Section 3.2.04 
Anaheim, CA 92801
[e-mail]
801‐352‐0578
801‐801‐647‐3921
South Jordan, UT 84095
[e-mail]
866‐475‐1225
714‐921‐9848 X 102
ECApplications Rev 5/2016

500 Garrison Road, Georgetown, SC 29440  843 546-0600  800 321-1379  Fax [phone]

Date: October 28, 2022

To: Ruben Brito – EC applications

Re: Trans Jordan Landfill Phase F 2022

From: William Urchik – AGRU America

Please accept this memo regarding the requirements of pre-production submittals for the above
mentioned project.
 Consistent with GRI GM 13 the formulated sheet density will be 0.94g/ml or greater. Density
will be measured using ASTM D792 method B. The polyethylene resin from which the
geomembrane is made will be generally in the density range of 0.932g/ml or higher and have a
melt flow index per ASTM D1238 of less than 1.0g/ml.
 Production is scheduled to begin approximately November 4th, 2022.
 Geomembrane will meet the requirement of section 3.2.10 of the specific ation.
 No reclaimed polymer will be added to the resin.
 Resin with a density of 0.932 g/mil with 2-3% carbon black is used in the manufacture of the
geomembrane.
 AGRU confirms that resin used in the manufacture of the weldrod is compatible with the resin
used to manufacture the geomembrane.

If you have any questions are concerns. I can be reached by cell at 716-704-9291 or via email at
[e-mail].

Project Engineer
William Urchik
Project Engineer – AGRU America

Executive Offices: 500 Garrison Road, Georgetown, SC 29440  843 546-0600  800 321-1379 
Email: [e-mail]
September 28, 2022
Job Name: TRANS JORDAN LANDFILL CLOSURE 2022
SALT LAKE CITY, UT
CLARIFICATIONS
DIRECT SHEAR IS A SITE-SPECIFIC DESIGN TEST. AS SUCH, IF DIRECT SHEAR TESTING IS REQUIRED, AGRU
AMERICA CANNOT GUARANTEE OR CERTIFY RESULTS ON AN INDIVIDUAL PROJECT BASIS. W E CAN PROVIDE
SAMPLES AT NO CHARGE FOR TESTING AT A THIRD PARTY LAB, BUT CANNOT RELEASE MATERIAL FOR SHIPMENT
UNTIL TESTING IS COMPLETED AND APPROVED.
AGRU STANDARD LIMITED ONE YEAR PRODUCT WARRANTY LANGUAGE SHALL APPLY.
AGRU IS NOT RESPONSIBLE FOR ANY COSTS RELATED TO THIRD PARTY CONFORMANCE TESTING.
GEOMEMBRANE
60MIL HDPE MICROSPIKE HDMSDS060BBBEG
3,2,09 AGRU TESTS RESIN DENSITY ASTM D792 METHOD B.
AGRU 60MIL MICROSPIKE EXCEEDS GRI GM13 REQUIREMENTS AS REQUIRED BY THIS SECTION.
.
MicroSpike®
Liner
HIGH DENSITY
POLYETHYLENE
PRODUCT DATA
Property Test Method Frequency Minimum Average Values
Thickness (nominal ), mil (mm)
ASTM D5994
60 (1.5)
Thickness (min avg ), mil (mm)Per Roll 57 (1.43)
Thickness (min 8 of 10), mil (mm)54 (1.35)
Thickness (lowest individual), mil (mm)51 (1.28)
Asperity Height mils, (mm)ASTM D7466 2nd Roll 20 (0.51)
Density, g/cc, minimum ASTM D792, Method B 200,000 lb 0.94
Tensile Properties (both directions)ASTM D6693, Type IV
Strength @ Yield, lb/in width (N/mm)2 in/minute 20,000 lb 132 (23.1)
Elongation @ Yield, % (GL=1.3in)13
Strength @ Break, lb/in width (N/mm)132 (23.1)
Elongation @ Break, % (GL=2.0in)350
Tear Resistance, lb,s. (N)ASTM D1004 45,000 lb 45 (200)
Puncture Resistance, lbs. (N)ASTM D4833 45,000 lb 120 (534)
Carbon Black Content, % (range)ASTM D4218 20,000 lb 2-3
Carbon Black Dispersion (Category)ASTM D5596 45,000 lb Only near spherical agglomerates: 10 views in Cat. 1 or 2
Stress Crack Resistance (SP-NCTL), hrs.ASTM D5397 Appendix 200,000 lb 500
Oxidative Induction Time, minutes ASTM D3895, 200°C, 1 atm O2 200,000 lb ≥140
SUPPLY INFORMATION (STANDARD ROLL DIMENSIONS)
THICKNESS
mil mm
WIDTH
ft m
LENGTH
ft m
AREA (APPROX.)
ft2 m2
23 7
Double-Sided
Single-Sided60 1.5
540 165 12,420 1,154
560 171 12,880 1,197
AGRU America’s structured
geomembranes are manufac-
tured on state-of-the-art manu-
facturing equipment using the
flat die calender manufac-
turing process, a method that
produces the most consistent
texturing across the roll along
with a more consistent core
thickness than other processes,
such as the blown film extru-
sion process. AGRU uses only
the highest-grade HDPE and
LLDPE resins manufactured in
North America.
GEOSYNTHETICS
Note:
Average roll weight is 3,900 lbs (1,770 kg). All rolls are supplied with two slings. Rolls are wound on a 6“ core. Special length available upon request. Roll length and width have a tolerance of ±1%. The weight
and length values may change due to project specifications (i.e. average or absolute minimum thickness) or shipping requirements (i.e. international containerized shipments). All information, recommendations and
suggestions appearing in this literature concerning the use of our products are based upon tests and data believed to be reliable; however, it is the users responsibility to determine the suitability for their own use of
the products described herein. Since the actual use by others is beyond our control, no guarantee or warranty of any kind, expressed or implied, is made by AGRU America as to the effects of such use or the results
to be obtained, nor does AGRU America assume any liability in connection herewith. Any statement made herein may not be absolutely complete since additional information may be necessary or desirable when
particular or exceptional conditions or circumstances exist or because of applicable laws or government regulations. Nothing herein is to be construed as permission or as a recommendation to infringe any patent.
www.agruamerica.com
AGRU America, Inc.
500 Garrison Road
Georgetown, SC 29440 USA
[phone] | Fax: [phone]
[e-mail]
Revision Date: March 21, 2018
This information is provided for reference purposes only and is not intended as a waranty or guarantee. AGRU America,
Inc. assumes no liability in connection with the use of this information.
AGRU America’s geomembranes are certified to pass Low Temp. Brittleness via ASTM D746 (-80°C), Dimensional Stability via ASTM D1204 (±2% @ 100°C). Oven
Aging and UV Resistance are tested per GRI GM 13. These product specifications meet or exceed GRI’s GM13.
Smooth
Liner®
HIGH DENSITY
POLYETHYLENE
PRODUCT DATA
Property Test Method Frequency Minimum Average Values
Thickness (minimum avg), mil (mm)ASTM D5199 Per Roll 100 (2.5)
Thickness (minimum), mil (mm)90 (2.25)
Density, g/cc, minimum ASTM D792, Method B 200,000 lb 0.94
Tensile Properties (both directions)ASTM D6693, Type IV
Strength @ Yield, lb/in width (N/mm)2in/minute 20,000 lb 220 (38.5)
Elongation @ Yield, % (GL=1.3 in)12
Strength @ Break, lb/in width (N/mm)400 (70)
Elongation @ Break, % (GL=2.0 in)700
Tear Resistance, lbs (N)ASTM D1004 45,000 lb 72 (320)
Puncture Resistance, lbs (N)ASTM D4833 45,000 lb 190 (845)
Carbon Black Content, % (range)ASTM D4218 20,000 lb 2 - 3
Carbon Black Dispersion (Category)ASTM D5596 45,000 lb Only near spherical agglomerates: 10 views Cat. 1 or 2
Stress Crack Resistance (SP NCTL), hrs.ASTM D5397 Appendix 200,000 lb 500
Oxidative Induction Time, minutes ASTM D3895, 200°C, 1 atm O2 200,000 lb ≥140
SUPPLY INFORMATION (STANDARD ROLL DIMENSIONS)
THICKNESS
mil mm
WIDTH
ft m
LENGTH
ft m
AREA (APPROX.)
ft2 m2
100 2.5 23 7 365 111 8,395 780
GEOSYNTHETICS
Note:
Average roll weight is 4,200 lbs (1,905 kg). All rolls are supplied with two slings. Rolls are wound on 6” core. Special length available upon request. Roll length and width have a tolerance
of ±1%. The weight values may change due to project specifications (i.e. absolute minimum thickness or special roll length) or shipping requirments (i.e. international containerized
shipments).
All information, recommendations and suggestions appearing in this literature concerning the use of our products are based upon tests and data believed to be reliable; however, it is
the users responsibility to determine the suitability for their own use of the products described herein. Since the actual use by others is beyond our control, no guarantee or warranty of
any kind, expressed or implied, is made by AGRU America as to the effects of such use or the results to be obtained, nor does AGRU America assume any liability in connection herewith.
Any statement made herein may not be absolutely complete since additional information may be necessary or desirable when particular or exceptional conditions or circumstances exist
or because of applicable laws or government regulations. Nothing herein is to be construed as permission or as a recommendation to infringe any patent.
www.agruamerica.com
AGRU America, Inc.
500 Garrison Road
Georgetown, SC 29440 USA
[phone] | Fax: [phone]
[e-mail]
Revision Date: December 3, 2018 12:42 PM
This information is provided for reference purposes only and is not intended as a waranty or guarantee. AGRU America,
Inc. assumes no liability in connection with the use of this information.
AGRU America’s geomembranes are certified to pass Low Temp. Brittleness via ASTM D746 (-80°C), Dimensional Stability via ASTM D1204 (±2% @ 100°C). Oven
Aging and UV Resistance are tested per GRI GM 13. These product specifications meet or exceed GRI’s GM13.
DATE:
SUBMITTAL NO.: 2
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
THE PROPOSED VARIANCES.
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
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.
1Section 3.2.04 C‐1 A to E
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
SUBMITTAL CONTROL FORM
November 30, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
ECApplications Rev 5/2016
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PPB820220 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.20 g/10min
HLMI Flow Rate ASTM D1238 21 g/10min
Density D1505 or D4883 0.938 g/cm3
Pellet Count PPC-SOP-0028 25 pelet/gram
Production Date 02/04/2022____________________________________________________________________________

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 EAST NEWLANDS
FERNLEY NV 89408
USA
Recipient: PALMER
Fax:
CoA Date: 03/30/2022
Delivery #: 80643973
Page 1 of 1
PO #: 19138
Weight: 183500.000 LB
Ship Date: 03/30/2022
Package: BULK
Mode: Hopper Car
Car #: CPCX815398
Seal No: 271860
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PPF820380 ____________________________________________________________________________
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 06/06/2022____________________________________________________________________________

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: 06/21/2022
Delivery #: 80699096
Page 1 of 1
PO #: 19411
Weight: 181700.000 LB
Ship Date: 06/21/2022
Package: BULK
Mode: Hopper Car
Car #: CPCX814636
Seal No: 293392
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PPF820620 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.26 g/10min
HLMI Flow Rate ASTM D1238 21 g/10min
Density D1505 or D4883 0.937 g/cm3
Pellet Count PPC-SOP-0028 26 pelet/gram
Production Date 06/09/2022____________________________________________________________________________

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: 06/25/2022
Delivery #: 80701356
Page 1 of 1
PO #: 19411
Weight: 182300.000 LB
Ship Date: 06/25/2022
Package: BULK
Mode: Hopper Car
Car #: CEFX050117
Seal No: 293435
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PPB821400 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.23 g/10min
HLMI Flow Rate ASTM D1238 20 g/10min
Density D1505 or D4883 0.939 g/cm3
Pellet Count PPC-SOP-0028 23 pelet/gram
Production Date 02/20/2022____________________________________________________________________________

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: 04/19/2022
Delivery #: 80657919
Page 1 of 1
PO #: 19240
Weight: 184600.000 LB
Ship Date: 04/19/2022
Package: BULK
Mode: Hopper Car
Car #: GPLX076584
Seal No: 280393
Shipped To:
Certificate of Analysis
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PPG821650 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.26 g/10min
HLMI Flow Rate ASTM D1238 22 g/10min
Density D1505 or D4883 0.937 g/cm3
Pellet Count PPC-SOP-0028 25 pelet/gram
Production Date 07/28/2022____________________________________________________________________________

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: 08/09/2022
Delivery #: 80731229
Page 1 of 1
PO #: 19572
Weight: 184800.000 LB
Ship Date: 08/09/2022
Package: BULK
Mode: Hopper Car
Car #: CEFX053719
Seal No: 303328
Shipped To:
Certificate of Analysis
DATE:
SUBMITTAL NO.: 3
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
THE PROPOSED VARIANCES.
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
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.
1Section 3.2.04 C‐2 A to E
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
SUBMITTAL CONTROL FORM
November 30, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
ECApplications Rev 5/2016
DATE:
SUBMITTAL NO.:2-1
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE:PHONE:
FAX:FAX:
E‐MAIL:E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
THE PROPOSED VARIANCES.
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
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.
1Section 3.2.04 C‐1 A to E
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
SUBMITTAL CONTROL FORM
December 05, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
ECApplications Rev 5/2016
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PPG821710 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.25 g/10min
HLMI Flow Rate ASTM D1238 21 g/10min
Density D1505 or D4883 0.937 g/cm3
Pellet Count PPC-SOP-0028 27 pelet/gram
Production Date 07/29/2022____________________________________________________________________________
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: 08/18/2022
Delivery #: 80737135
Page 1 of 1
PO #: 19572
Weight: 182900.000 LB
Ship Date: 08/18/2022
Package: BULK
Mode: Hopper Car
Car #: CJRX076952
Seal No: 303921
Shipped To:
Certificate of Analysis
100 MIl GEOMEMBRANE
Product:
MARLEX K307 POLYETHYLENE in Bulk
Lot Number: PPG821710 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.25 g/10min
HLMI Flow Rate ASTM D1238 21 g/10min
Density D1505 or D4883 0.937 g/cm3
Pellet Count PPC-SOP-0028 27 pelet/gram
Production Date 07/29/2022____________________________________________________________________________

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: 08/18/2022
Delivery #: 80737135
Page 1 of 1
PO #: 19572
Weight: 182900.000 LB
Ship Date: 08/18/2022
Package: BULK
Mode: Hopper Car
Car #: CJRX076952
Seal No: 303921
Shipped To:
Certificate of Analysis
Geomembrane Quality Certification
Customer:Erosion Control Applications Inc S.O.#SO00017129
Project:Trans Jordan Landfill Item Number:FG-HDMSDS060BBBEG
Destination:CPU Liner Type:HDPE DS MicroSpike 60mil Black GM13
Report Date:17-Nov-2022 8:43 AM Roll Count:30 (From 1 To 30)
mil mil mil mil minut g/cc g/10 %Categ %%%%ppi ppi ppi ppi lb lb lb hours
PPB820220
PPF820380
PPF820380
PPF820380
PPF820380
PPF820380
PPF820380
PPF820380
PPF820380
PPF820380
PPF820380
PPF820380
PPF820380
PPF820380
PPF820380
PPF820380
PPF820620
PPB821400
PPB821400
PPB821400
PPB821400
PPG821650
PPG821650
PPG821650
PPG821650
PPG821650
PPG821650
PPG821650
PPG821650
PPG821650
59
63
63
63
63
63
60
62
61
61
61
61
59
59
59
60
58
58
57
59
59
59
58
59
60
59
58
59
60
59
54
60
61
60
60
60
56
59
57
58
58
56
55
54
56
56
55
55
55
55
56
57
56
56
58
56
56
57
57
56
27
32
34
36
33
32
35
33
31
36
36
40
37
37
35
36
29
33
34
33
31
37
37
35
36
36
36
35
34
35
35
27
29
28
30
28
28
29
27
30
28
32
32
32
31
32
31
25
26
24
25
30
27
29
29
28
30
29
29
29
206
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
209
215
215
215
215
217
217
217
217
217
217
217
217
217
0.944
0.944
0.942
0.944
0.944
0.944
0.942
0.942
0.942
0.942
0.942
0.943
0.943
0.943
0.943
0.943
0.944
0.942
0.942
0.942
0.942
0.941
0.941
0.941
0.941
0.941
0.941
0.941
0.941
0.941
0.20
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.26
0.23
0.23
0.23
0.23
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
2.7
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.4
2.4
2.4
2.6
2.6
2.5
2.5
2.5
2.5
2.5
2.3
2.3
2.3
2.3
2.3
2.5
2.3
2.4
2.4
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
19
21
21
21
21
21
23
23
23
23
23
24
24
24
24
24
17
19
19
19
21
20
20
20
20
20
20
20
22
22
17
17
17
17
17
17
18
18
18
18
18
17
17
17
17
17
21
16
16
16
16
16
16
17
17
17
17
17
16
16
435
497
497
497
497
497
488
488
488
488
488
513
513
513
513
513
557
474
474
474
459
458
458
492
492
492
492
492
491
491
520
568
568
568
568
568
578
578
578
578
578
532
532
532
532
532
451
595
595
595
593
541
541
568
568
568
568
568
560
560
142
147
147
147
147
147
139
139
139
139
139
137
137
137
137
137
154
150
150
150
140
141
141
138
138
138
138
138
138
138
150
153
153
153
153
153
147
147
147
147
147
149
149
149
149
149
144
155
155
155
156
150
150
142
142
142
142
142
152
152
164
205
205
205
205
205
185
185
185
185
185
200
200
200
200
200
184
188
188
188
181
176
176
193
193
193
193
193
194
194
172
193
193
193
193
193
187
187
187
187
187
172
172
172
172
172
184
200
200
200
200
175
175
186
186
186
186
186
181
181
51
51
51
51
51
51
51
51
51
51
51
54
54
54
54
54
57
56
56
56
56
52
52
56
56
56
56
56
53
53
54
52
52
52
52
52
52
52
52
52
52
54
54
54
54
54
58
58
58
58
58
58
58
55
55
55
55
55
54
54
137
141
141
141
141
141
141
141
141
141
141
135
135
135
135
135
136
133
133
133
133
136
136
136
136
136
136
136
139
139
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
500
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#
ASTM D5994
Th
i
c
k
n
e
s
s
-
A
v
g
Th
i
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s
s
-
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ASTM D7466
As
p
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y

(
b
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)
As
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r
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(
t
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p
)
ASTM
D8117
OI
T
ASTM
D792
De
n
s
i
t
y
ASTM
D1238
Me
l
t

F
l
o
w
ASTM
D4218
Ca
r
b
o
n

C
o
n
t
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t
ASTM
D5596
Ca
t
e
g
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y

1

D
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s
p
.
ASTM D6693
Yi
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l
d

E
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g

(
M
D
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Yi
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d

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(
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)
Br
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(
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a
k

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(
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Y
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ASTM D1004
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S
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(
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ASTM
D4833
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R
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s
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ASTM
D5397
SP
-
N
C
T
L
1 FNB0097390001 05/07/22 23 540 12420 3840
2 FNB0101450001 07/31/22 23 540 12420 4032
3 FNB0102070001 07/31/22 23 540 12420 4024
4 FNB0102070002 07/31/22 23 540 12420 4018
5 FNB0102070003 07/31/22 23 540 12420 4018
6 FNB0102070004 07/31/22 23 540 12420 4004
7 FNB0102070005 07/31/22 23 540 12420 3968
8 FNB0102070006 07/31/22 23 540 12420 3894
9 FNB0102070007 07/31/22 23 540 12420 3880
10 FNB0102070008 07/31/22 23 540 12420 3872
11 FNB0102070009 07/31/22 23 540 12420 3866
12 FNB0102070010 07/31/22 23 540 12420 3870
13 FNB0102070011 07/31/22 23 540 12420 3846
14 FNB0102070012 08/01/22 23 540 12420 3850
15 FNB0102070013 08/01/22 23 540 12420 3864
16 FNB0102070014 08/01/22 23 540 12420 3860
17 FND0094130246 08/07/22 23 540 12420 3820
18 FND0097910004 05/21/22 23 540 12420 3868
19 FND0097910005 05/21/22 23 540 12420 3868
20 FND0097910006 05/21/22 23 540 12420 3864
21 FND0097910007 05/21/22 23 540 12420 3860
22 FND0105270017 10/08/22 23 540 12420 3884
23 FND0105270018 10/08/22 23 540 12420 3876
24 FND0105270019 10/08/22 23 540 12420 3890
25 FND0105270020 10/08/22 23 540 12420 3888
26 FND0105270021 10/08/22 23 540 12420 3894
27 FND0105270022 10/08/22 23 540 12420 3890
28 FND0105270023 10/08/22 23 540 12420 3894
29 FND0105270024 10/08/22 23 540 12420 3894
30 FND0105270025 10/08/22 23 540 12420 3888
Page:1/2
DATE:
SUBMITTAL NO.:3-1
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE:PHONE:
FAX:FAX:
E‐MAIL:E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
THE PROPOSED VARIANCES.
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
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.
1Section 3.2.04 C‐2 A to E
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
SUBMITTAL CONTROL FORM
December 5, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
ECApplications Rev 5/2016
Geomembrane Quality Certification
Customer:Erosion Control Applications Inc S.O.#SO00017129
Project:Trans Jordan Landfill Item Number:FG-HDMSDS060BBBEG
Destination:CPU Liner Type:HDPE DS MicroSpike 60mil Black GM13
Report Date:03-Dec-2022 10:39 AM Roll Count:16 (From 31 To 46)
mil mil mil mil minut g/cc g/10 %Categ ppi %ppi %ppi %ppi %lb lb lb hours
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
PPG821710
60
59
56
55
55
54
58
56
55
55
56
55
57
56
58
57
63
61
60
57
58
58
60
57
58
59
57
58
59
58
59
60
31
30
26
31
29
29
29
29
29
29
30
31
29
29
26
26
39
39
41
39
40
38
36
40
39
37
36
38
38
38
39
39
220
220
220
220
220
220
220
220
220
220
220
220
220
220
220
220
0.943
0.943
0.943
0.943
0.943
0.943
0.943
0.943
0.943
0.943
0.941
0.941
0.941
0.941
0.941
0.941
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
2.5
2.5
2.5
2.5
2.5
2.6
2.6
2.6
2.4
2.4
2.6
2.6
2.6
2.6
2.6
2.3
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
147
147
147
147
147
132
132
132
132
132
160
160
160
160
160
137
21
21
21
21
21
25
25
25
25
25
25
25
25
25
25
24
223
223
223
223
223
217
217
217
217
217
215
215
215
215
215
221
510
510
510
510
510
505
505
505
505
505
488
488
488
488
488
498
159
159
159
159
159
148
148
148
148
148
149
149
149
149
149
152
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
204
204
204
204
204
200
200
200
200
200
212
212
212
212
212
204
581
581
581
581
581
585
585
585
585
585
635
635
635
635
635
597
56
56
56
56
56
56
56
56
56
56
55
55
55
55
55
55
59
59
59
59
59
59
59
59
59
59
52
52
52
52
52
52
145
145
145
145
145
145
145
145
145
145
135
135
135
135
135
135
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#
ASTM D5994
Th
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D4218
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D5596
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1

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ASTM D6693
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Te
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D4833
Pu
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ASTM
D5397
SP
-
N
C
T
L
31 FND0108060002 12/01/22 23 540 12420 4096
32 FND0108060003 12/01/22 23 540 12420 4062
33 FND0108060004 12/01/22 23 540 12420 3938
34 FND0108060005 12/01/22 23 540 12420 3880
35 FND0108060006 12/01/22 23 540 12420 3850
36 FND0108060007 12/01/22 23 540 12420 3852
37 FND0108060008 12/02/22 23 540 12420 3856
38 FND0108060009 12/02/22 23 540 12420 3856
39 FND0108060010 12/02/22 23 540 12420 3858
40 FND0108060011 12/02/22 23 540 12420 3910
41 FND0108060012 12/02/22 23 540 12420 3914
42 FND0108060013 12/02/22 23 540 12420 3914
43 FND0108060014 12/02/22 23 540 12420 3900
44 FND0108060015 12/02/22 23 540 12420 3914
45 FND0108060016 12/02/22 23 540 12420 3906
46 FND0108060018 12/02/22 23 540 12420 3978
Page:1/1
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 a ny technical advice, recommendations,
testing, or analysis, including, without limitation, information as it may relate to the selection of a product for a specifi c 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 reasonab le 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.

100 MIl GEOMEMBRANE
Geomembrane Quality Certification
Customer:Erosion Control Applications Inc S.O.#SO00017129
Project:Trans Jordan Landfill Item Number:FG-HDSMTH100BBBEA
Destination:CPU Liner Type:HDPE Smooth 100mil Black Average
Report Date:02-Dec-2022 11:09 AM Roll Count:2 (From 1 To 2)
mil mil minut g/cc g/10 %Categ ppi %ppi %ppi %ppi %lb lb lb hours
PPG821710
PPG821710
103
102
100
99
220
220
0.948
0.948
0.25
0.25
2.5
2.5
10
10
247
247
18
18
447
447
791
791
256
256
17
17
515
515
969
969
90
90
86
86
204
204
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#
ASTM D5199
Th
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c
k
n
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s
s
-
A
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Th
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ASTM
D8117
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ASTM
D792
De
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s
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ASTM
D1238
Me
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t

F
l
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w
ASTM
D4218
Ca
r
b
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C
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t
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ASTM
D5596
Ca
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1

D
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ASTM D6693
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Y
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ASTM D1004
Te
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(
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(
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ASTM
D4833
Pu
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e

R
e
s
i
s
t
a
n
c
e
ASTM
D5397
SP
-
N
C
T
L
1 FNC0108080002 11/29/22 23 365 8395 4228
2 FNC0108080003 11/29/22 23 365 8395 4260
Page:1/1
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 a ny technical advice, recommendations,
testing, or analysis, including, without limitation, information as it may relate to the selection of a product for a specifi c 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 reasonab le 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.

For Questions, Please Contact:Lab Manager, Fernley
Ryan Steele
775-835-8282
Ext 2015
Ryan Steele, Lab Manager
Page:2/2
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 a ny technical advice, recommendations,
testing, or analysis, including, without limitation, information as it may relate to the selection of a product for a specifi c 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 reasonab le 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.

DATE:
SUBMITTAL NO.: 6
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
SUBMITTAL CONTROL FORM
October 28, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
Geomembrane Roll. Geomembrane delivery, storage, and 
handling instructions.
1Section 3.2.04 C‐2 I
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
ECApplications Rev 5/2016
1.4 Material Delivery, Storage and Handling
A.Each roll of geomembrane delivered shall be labeled by the
manufacturer. The label shall be firmly affixed and shall clearly state the
manufacturer’s name, product identification, material thickness, roll
number and roll dimensions.
B.Geomembrane shall be protected from mud, dirt, dust, puncture,
ponding water, cutting, traffic or any other damaging or deleterious
conditions.
C.Geomembrane shall be stored on a level prepared surface that will
support geomembrane rolls evenly.
D.Geomembrane delivered to the site shall be cross-referenced with Bills of
Lading and approved Geomembrane Manufacturer’s Certificates.
E.Any geomembrane rolls that show any visible damage shall be marked
and documented. Damaged rolls shall be stored separate for further
evaluation.
F.Rolls should be stored in a manner that prevents sliding or rolling which
can be accomplished by the use of chock blocks or similar. Rolls should be
stacked no higher than the height at which they can be safely handled
(typically no higher than three layers).
DATE:
SUBMITTAL NO.: 7
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
SUBMITTAL CONTROL FORM
October 28, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
Geomembrane Roll. Geomembrane installation instructions. 1 Section 3.2.04 C‐2 J
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
ECApplications Rev 5/2016
HDPE / LLDPE Installation Manual
Rev 1/2019

HDPE / LLDPE Installation Manual

Page 2 of 19 ECApplications.com

Table of Contents
Part 1 – General ............................................................................................................................................ 3
1.1 Scope ................................................................................................................................................... 3
1.2 Standard Test Methods ....................................................................................................................... 3
1.3 Submittals ........................................................................................................................................... 3
1.4 Material Delivery, Storage and Handling ............................................................................................ 4
1.5 Pre-Construction Meeting................................................................................................................... 4
Part 2 - Installation ........................................................................................................................................ 5
2.1 Subgrade Preparation ......................................................................................................................... 5
2.2 Deployment......................................................................................................................................... 5
2.3 Anchorage ........................................................................................................................................... 6
2.4 Seaming Methods – Equipment .......................................................................................................... 6
2.5 Qualification (Start-Up) Seaming ........................................................................................................ 7
2.6 Field Seaming ...................................................................................................................................... 7
Part 3 – Quality Control ................................................................................................................................ 8
3.1 Non-Destructive Testing ..................................................................................................................... 8
3.2 Destructive Testing ........................................................................................................................... 10
3.3 Repairs .............................................................................................................................................. 11
Appendix A .................................................................................................................................................. 12
Sample Quality Control Forms ................................................................................................................ 12
Appendix B .................................................................................................................................................. 18
Sample Installation Warranty ................................................................................................................. 18

HDPE / LLDPE Installation Manual

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Part 1 – General
1.1 Scope

This manual is intended to describe the requirements for the installation of High Density
Polyethylene (HDPE) or Liner Low Density Polyethylene (LLDPE) geomembranes. This
manual complements, does not replace, applicable project specifications.
1.2 Standard Test Methods

ASTM D 6392: Standard Test Methods for Determining the Integrity of Non-
Reinforced Geomembrane Seams Produced Using Thermo Fusion
Methods

ASTM D 5820: Standard Practice for Pressurized Air Channel Evaluation of Dual
Seamed Geomembranes

ASTM D 5641: Standard Practice for Geomembrane Seam Evaluation by Vacuum
Chamber

GRI Standard GM9: Standard Practice for Cold Weather Seaming of Geomembranes

GRI Standard GM14: Selecting Variable Intervals for Taking Geomembrane Destructive
Seam Samples Using the Method of Attributes

GRI Standard GM19a: Seam Strength and Related Properties of Thermally Bonded
Homogeneous Polyolefin Geomembranes

GRI Standard GM19b:Seam Strength and Related Properties of Thermally Bonded
Reinforced Polyolefin Geomembranes
1.3 Submittals

Prior to installation of geomembrane, ECA shall provide the following submittals (As
Required) –

A. Geomembrane Manufacturers Certificates

B. Proposed Panel Layout

C. HDPE / LLDPE Installation Manual

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D. Crew Resumes
 Superintendent(s)
 Master Seamer(s)
 Quality Control Technician(s)

E. Sample Material Warranty

F. Sample Installation Warranty
1.4 Material Delivery, Storage and Handling

A. Each roll of geomembrane delivered shall be labeled by the
manufacturer. The label shall be firmly affixed and shall clearly state the
manufacturer’s name, product identification, material thickness, roll
number and roll dimensions.

B. Geomembrane shall be protected from mud, dirt, dust, puncture,
ponding water, cutting, traffic or any other damaging or deleterious
conditions.

C. Geomembrane shall be stored on a level prepared surface that will
support geomembrane rolls evenly.

D. Geomembrane delivered to the site shall be cross-referenced with Bills of
Lading and approved Geomembrane Manufacturer’s Certificates.

E. Any geomembrane rolls that show any visible damage shall be marked
and documented. Damaged rolls shall be stored separate for further
evaluation.

F. Rolls should be stored in a manner that prevents sliding or rolling which
can be accomplished by the use of chock blocks or similar. Rolls should be
stacked no higher than the height at which they can be safely handled
(typically no higher than three layers).
1.5 Pre-Construction Meeting

A. A geomembrane pre-construction meeting shall be held at the project
location prior to the installation of the geomembrane. At a minimum, the
meeting shall be attended by ECA, Owner, Owner’s Representative
(Engineer and/or CQA Firm), and the Earthwork’s Contractor.

B. Topics for the meeting:
HDPE / LLDPE Installation Manual

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1. Health & Safety

2. Lines of Communication and Authority

3. Schedule

4. Roles and Responsibilities of each party
Part 2 - Installation
2.1 Subgrade Preparation

A. The subgrade shall be prepared in accordance with the project
specifications. The geomembrane subgrade shall be uniform and free of
sharp or angular objects that may damage the geomembrane.

B. The subgrade surface shall be smooth, firm and unyielding. Providing a
capable foundation for the geomembrane.

C. ECA and Owner’s Representative shall provide daily written acceptance
for the surface covered by the geomembrane during that day’s
installation.

D. It shall be the installer’s responsibility to inform the Owner, Owner’s
Representative or Earthworks Contractor of any change in the condition
of the subgrade that could cause the subgrade to be out of compliance
with this section.
2.2 Deployment

A. Unroll geomembrane using methods that will not damage geomembrane
and will protect underlying surface from damage.

B. In general, seams shall be oriented parallel to the line of the maximum
slope. Try to minimize seams in corners or odd geometric locations.
Deploy panels to minimize risk of in-place damage (EX. – High to Low).

C. Place temporary ballast on the geomembrane that will not damage the
geomembrane and prevent wind uplift. The use of sandbags or
equivalent ballast can be used.

HDPE / LLDPE Installation Manual

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D. Each panel deployed will be assigned a unique panel number along with
the manufacturers roll number.

E. Personnel and Equipment shall not damage geomembrane during
transportation, handling or installation.

F. Smoking is not permitted on the geomembrane.

G. Geomembrane deployment shall not take place in the presence of
moisture/precipitation or excessive wind.

H. The use of low ground pressure, rubber tired ATV or tracked equipment,
may be utilized and is acceptable if contact pressure is less than or equal
to 8 PSI.

I. For geomembrane deployment under 32 degrees F please reference GRI
Standard GM9.
2.3 Anchorage

A. As required by the project drawings or specifications, the end of the
geomembrane shall be placed in an anchor trench at the top of the slope
or an equivalent runout design shall be utilized.

B. When utilizing an anchor trench design, the front edge of the trench
should be rounded so as to eliminate and sharp corners. Loose soil should
be removed or compacted into the floor of the trench.
2.4 Seaming Methods – Equipment

Approved process for seaming are single or double wedge fusion welding for general
seaming and extrusion welding for patching, repairs or detail work.

A. Fusion Welding: The seam shall be produced by a self-propelled wedge
welding apparatus. The apparatus shall be equipped with gauges to
monitor weld temperature. All welding surfaces shall be kept clean and
dry.

B. Extrusion Welding: The seam shall be produced by extruding molten resin
at the edge of two overlapped sheets of geomembrane. The extrusion
apparatus shall be equipped with gauges to monitor extrudate
temperature. The extruder shall be purged of all degraded or cooled
extrudate prior to the commencement of each seaming sequence.
HDPE / LLDPE Installation Manual

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2.5 Qualification (Start-Up) Seaming

A. Qualification Seaming shall be made to verify that seaming parameters
are adequate at the beginning of each seaming period and approximately
every 4 hours during field seaming. (Speed, Temperature, Machine
Pressure, Welding Technician)

B. Qualification Seaming shall be performed under the same conditions as
field seaming will occur.

C. The qualification seam shall be approximately six (6) feet in length with
the seam centered lengthwise.

D. Equipment for testing qualification seams shall consist of a coupon cutter
which shall cut one (1) in wide coupons and a calibrated field tensiometer
with digital readout.

E. Six one (1) in wide coupons shall be cut from the qualification seam with
the seam centered perpendicular in the coupon.

F. Four (4) coupons will be tested for peel and two (2) coupons will be
tested for shear on a calibrated field tensiometer.

G. The values shall meet or exceed the minimum acceptable seam strength
values listed in GRI Standard GM19a or GM19b.

H. Should a qualification seam fail, additional testing shall be conducted. If
additional qualification seam testing fails, welding apparatus shall be
rejected until deficiencies can be corrected and a successful qualification
seam can be produced.
2.6 Field Seaming

A. Fusion Welding

1. Geomembrane seams shall have an overlap of 4 – 6 inches. Excess
overlap shall be trimmed prior to seaming.

2. Seam area shall be prepared by wiping with a clean dry cloth to
remove any moisture and foreign matter.

HDPE / LLDPE Installation Manual

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3. Welding technicians shall record their initials, date, time, machine
number, machine speed and machine temperature at the
beginning of every seam. Machine speed and machine
temperature shall also be marked periodically, approximately 100’
intervals, along the seams and at the end of seams.

4. For geomembrane seaming under 32 degrees F please reference
GRI Standard GM9.

B. Extrusion Welding

1. Geomembrane seams shall have an overlap of at least 6 inches.

2. Seam area shall be prepared by wiping with a clean dry cloth to
remove any moisture and foreign matter.

3. Seam is properly heat tacked prior to abrading and welding.

4. Seam is properly abraded to remove any oxidation and foreign
contaminants. Care should be taken not to over abrade the seam.

5. The extrusion welder shall be purged of all degraded or cooled
extrudate prior to the commencement of each seam.

6. Welding technicians shall record their initials, date, time, machine
number and machine temperature on each patch.

7. For geomembrane seaming under 32 degrees F please reference
GRI Standard GM9.
Part 3 – Quality Control
3.1 Non-Destructive Testing

All field seam shall be non-destructively tested over their entire length using air
pressure for double fusion weld or vacuum test for extrusion weld.

A. Air Pressure Test

1. Equipment shall consist of air tank or pump and sharp needle with
pressure gauge.

HDPE / LLDPE Installation Manual

Page 9 of 19 ECApplications.com

2. Seal both ends of the seam by heating and squeezing them
together.

3. Insert needle with pressure gauge at one end of the seam into air
channel.

4. Pressurize air channel to approximately 30 PSI and let stabilize.
Sustain pressure for a minimum of 5 minutes. If pressure drop
does not exceed more than 3 PSI then test is successful.

5. Testing technician shall record their initials, date, start time,
beginning pressure, end time and ending pressure next to the
seam being tested.

6. At the end of the test duration, cut the opposite end of the seam
from the needle with pressure gauge and listen for pressure
release to verify entire length of seam was tested.

7. If the test fails, walk the seam while under pressure and listen for
a leak. Once leak is located, repeat steps 2 – 6 until all sections of
the seam have passed.

8. Repair faulty areas and vacuum test.

B. Vacuum Test

1. Equipment shall consist of a vacuum box with clear viewing
window, vacuum pump and a soapy water solution.

2. Wet an area of the seam to be tested with the soap water
solution and place vacuum box over wetted area.

3. Energize vacuum pump to generate a seal between the gasket and
the geomembrane. Ensure seal before proceeding.

4. Observe the seam through the viewing window for the presence
of soap bubbles.

5. If no bubbles are observed move to the next section of the seam
overlapping previously tested area to ensure entire seam is
tested.

6. If bubbles are observed, mark area for repair and re-test per steps
2 – 6 until seam has passed.
HDPE / LLDPE Installation Manual

Page 10 of 19 ECApplications.com

3.2 Destructive Testing

Destructive sampling is necessary in verifying the effectiveness of the welding process.
Obtaining destructive samples from the geomembrane system is damaging, and even
when done properly, may result in a geomembrane system that is weaker and less
effective. Everything that can be done to remove the destructive sample locations from
within the geomembrane system should be done. For example, taking destructive
samples from runouts, anchor trenches or creating representative samples. Ideally
destructive samples should be taken at as low a frequency as possible, within flat areas
where the impact of the hole in the liner can be minimized.

A. Destructive seam testing shall be performed to evaluate bonded seam
strength. The frequency of sample removal shall be one sample per 500
linear feet of welded seam or another predetermined length in
accordance with GRI standard GM14.

B. Destructive sample locations will be determined by the Owner or
Owner’s Representative.

C. Destructive samples shall be numbered in numerical order and tested as
soon as possible after seam is completed.

D. Destructive samples should be labeled with the sample number, date
seam was welded, welding technician initials, welding machine number,
welding temperature and seam number. Also include welding machine
speed if seam was a fusion weld.

E. The size of the destructive samples shall be a minimum of three (3) feet
in length and twelve (12) inches in width. The samples should be
distributed as follows –

1. 12 in x 12 in piece to ECA QC Technician for field testing.

2. 12 in x 12 in piece to Owner or Owners Representative for third
party testing.

3. 12in x 12 in piece to project archive.

F. Equipment for testing destructive samples shall consist of a coupon
cutter which shall cut one (1) in wide coupons and a calibrated field
tensiometer with digital readout.

HDPE / LLDPE Installation Manual

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G. Ten (10) coupons shall be cut from the sample for field testing. Five (5)
coupons shall be tested for peel meeting or exceeding the minimum
acceptable seam strength values listed in GRI standard GM19a or GM19b.
The remaining five (5) coupons shall be tested for shear which shall meet
or exceed the minimum acceptable seam strength values listed in GRI
Standard GM19a or GM19b.

H. Seams must exhibit film tear bond (FTB) with < 25% incursion into the
weld. Exclusive of Separation in Plane (SIP).

I. When documenting fusion weld peel values on the appropriate form,
indicate the outside track first followed by the inside track.

J. If a destructive sample fails, additional samples shall be cut
approximately ten (10) feet on both sides of the failed test and retested.
These samples shall be marked A (After) & B (Before). This procedure
shall repeat itself until a destructive sample passes. The area between
passing samples shall be reconstructed or replaced and non-destructively
or destructively tested as appropriate.
3.3 Repairs

Any portion of the geomembrane that exhibits a defect and has been marked for repair
may be repaired with one of the following methods.
A. Patch – used to repair a localized hole, T-Joint, materials defects or
abrasion.

B. Spot Welding (Bead) – used to repair localized abrasion, scratch or
material defects.

C. Cap – used to repair failed seams.

D. Flap Welding – used to extrusion weld flap of a fusion weld in lieu of a
cap.

E. Replacement Seam – used to replace a failed seam in lieu of capping or
flap welding.

HDPE / LLDPE Installation Manual

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Appendix A Sample Quality Control Forms

HDPE / LLDPE Installation Manual

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HDPE / LLDPE Installation Manual

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HDPE / LLDPE Installation Manual

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HDPE / LLDPE Installation Manual

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HDPE / LLDPE Installation Manual

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DATE:
SUBMITTAL NO.: 8
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
SUBMITTAL CONTROL FORM
October 28, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
Geomembrane Roll. Sample warranties for review. 1Section 3.2.04 C‐2 K
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
ECApplications Rev 5/2016

1
SAMPLE
Limited Product Warranty
PURCHASER:
REQUESTED BY:
PROJECT:
PRODUCT(S): __________®
LOCATION:
EFFECTIVE DATE:
WARRANTY TYPE: BURIED PRORATED [20 YEARS]

AGRU AMERICA, Inc. (AGRU) warrants to the Purchaser that its products described above will be free
from material defects and conform in all material respects to AGRU’s product specifications as indicated
in the applicable AGRU technical records, catalogs, guidelines, and test certificates in effect at the time
when the Product is sold and for a period of 20 YEARS, prorated, from the final project ship date and
when properly installed, covered and used for a _____________________. Note: AGRU’s products may
vary in details of design and construction from descriptions in any literature or from any sample, display,
or other model inspected by Customer.
This warranty is offered to the original Purchaser of the products identified above, and under no
circumstances may this warranty be transferred or assigned to any other person or end-user, and any
such attempt to assign or transfer shall void this warranty.
AGRU disclaims all other representations and warranties of any kind, express or implied, in fact or in
law, including, without limitation, the implied warranty of merchantability and the implied warranty of
fitness for a particular purpose. Every claim under this limited warranty shall be deemed waived unless
in writing and received by SELLER within 10 days of delivery if visibly damaged or defective and,
otherwise, within 30 days after the defect to which each claim relates is discovered, or should have been
discovered.
AGRU’s liability under this limited warranty is not applicable when damage is caused by: Natural
phenomena such as, but not limited to: thunderstorms, floods, earthquakes, or other acts of God; and
acts of war, machinery, foreign objects or animals; and Chemicals which are not suitable for AGRU
products.
AGRU’s Limited Material Warranty will be void if any of the products are shipped prior to completion
and approval of all testing required by the project specifications.
Further, the AGRU limited warranty is voided by, and AGRU in no event shall be liable for damages that
AGRU, in its sole discretion, determines are due to improper site preparation, misapplication, incorrect
installation (including incorrect welding of seams in the installation), and/or damages resulting from any
kind of misuse or improper handling.

2
Further, AGRU’s warranty will be void in the event that the Customer performs repairs or makes
alterations without the express approval of AGRU in writing. Customer shall not repair, replace,
remove, alter, or disturb any product prior to AGRU’S inspection except that the Customer may take
emergency action necessary to prevent damage to persons, property or the environment. Failure to
comply with this paragraph shall void the warranty.
This warranty is only valid on condition that the generally approved technical standards, and in
particular the guidelines for the installation of the products, are followed in all respects.
AGRU shall be given an opportunity to ascertain the cause of damages. AGRU reserves the right to
decide how damages will be settled. Customer agrees that it shall provide AGRU with clean, dry and
unobstructed access to the products in order for AGRU to perform the inspections and repairs which
may be required pursuant to the warranty. AGRU shall not be obligated to perform any inspection or be
obligated to perform any repair or replacement under this warranty until the area is made available free
from all obstructions, water, dirt, sludge, residuals and liquids of any kind. AGRU shall not be liable for
any costs relating to providing such access to the products. If after inspection it is determined that there
is no claim under this warranty, Customer shall reimburse AGRU for its costs associated with the site
inspection.
Customer’s exclusive remedy and the limit of AGRU’s liability under this limited warranty, whether
based on negligence, breach of warranty, strict liability, or any other theory, at law or in equity, shall be,
at AGRU’s sole option: repair, replacement with a like quantity of non-defective product, or refund of
the purchase price, upon the return of the products in accordance with AGRU’s instructions.
AGRU will not be responsible for any delays in performing approved material repairs or replacements for
any reason (including, without limitation, machinery or mechanical failure) beyond AGRU’s control.
AGRU’s maximum liability under this warranty will not exceed the purchase price of products and will
only be in force when payment has been made in full, and further claims, regardless of the legal
suppositions, are not applicable.
All AGRU products (including liners) are sold under AGRU’s General Terms and Conditions, including this
Limited Material Warranty, and bar on recovery of incidental or consequential and other damages.
AGRU AMERICA SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES
BASED ON NEGLIGENCE, BREACH OF WARRANTY, STRICT LIABILITY, OR ANY OTHER THEORY, FOR
FAILURE TO PERFORM ITS OBLIGATIONS UNDER THIS AGREEMENT. ADDITIONALLY, INCIDENTAL,
CONSEQUENTIAL AND/OR SPECIAL DAMAGES SHALL NOT BE RECOVERABLE EVEN IF THE REPAIR,
REPLACEMENT, OR REFUND REMEDY FOR AGRU AMERICA’S BREACH OF ITS LIMITED WARRANTY FAILS
ITS ESSENTIAL PURPOSE OR FOR ANY OTHER REASON.
No warranty made by any representative of AGRU, or any other person, regarding the AGRU products
shall be binding upon AGRU except the warranty set forth herein. 4852-6152-3560.3
HDPE / LLDPE Installation Manual

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Appendix B Sample Installation Warranty

ECA STANDARD 1 YEAR LIMITED WARRANTY

HDPE / LLDPE Installation Manual

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PROJECT: SAMPLE OWNER: -
LOCATION: - CONTRACT AMOUNT: -
COMPLETION DATE: -

EROSION CONTROL APPLICATIONS, INC. (“EC Applications / ECA”), subject to the terms and conditions set forth below, warrants the above referenced
installation shall be installed free from defects in workmanship for a period of one (1) year from the date the installation is completed. This LIMITED
WARRANTY extends only to the proper installation of the lining system and does not include damages or defects in the installation caused by entities other
than ECA or resulting from Acts of God, or casualty, or catastrophe, including but not limited to, earthquakes, fire, floods, hail, tornados, hurricanes, tropical
storms, gale force winds, other events of force majeure or vandalism. Further, this LIMITED WARRANTY does not include damages or defects in the
installation resulting from exposure to harmful chemicals, abuse by machinery, equipment or people, excessive pressures or stresses from any source,
subsurface or overburdened soil conditions, total or differential soil settlements, or any other cause not within ECA’s control.

The extent of ECA’s liability for breach of this LIMITED WARRANTY shall be limited to repairing or replacing the defective installation workmanship that will
result in providing the OWNER with the pro-rated performance remaining under the original period of this LIMITED WARRANTY. ECA shall have the right
to inspect and determine the cause of any alleged defect in the installation and to take appropriate steps to repair or replace the installation workmanship
if a defect exists and is within the terms of this LIMITED WARRANTY.

This LIMITED WARRANTY will not be effective unless ECA receives written notice, by certified mail, to the PRESIDENT of EROSION CONTROL APPLICATIONS,
INC. within ninety (90) days after the alleged defect is first discovered, or should have been discovered by the OWNER. Should the required notice not be
given, the defect and all warranties shall be deemed to have been waived by OWNER, and OWNER shall have no right of recovery against ECA. In the event
repairs or replacement are to be effected, said repairs and/or replacements shall not become due until the area subject to repair or replacement is made
available to ECA in a clean, dry and unencumbered condition. This includes, but is not limited to, the repair or replacement area being free from all water,
dirt, sludge, waste, residuals, liquids, or overlying material of any kind. In no event will ECA be liable for any costs expended by any person or entity other
than ECA on any defective work with respect to the installation. Any repairs, replacements or alterations which affect ECA’s original installation work will
VOID this LIMITED WARRANTY.

Notwithstanding anything herein to the contrary, ECA’s liability under this LIMITED WARRANTY shall in no event exceed the Contract Amount above state.
Further, under no circumstances shall EROSION CONTROL APPLICATIONS, INC. be liable for any special, direct, indirect or consequential damages arising
from loss of production or product, or any other losses, including losses due to personal injuries and product liability owing to the failure of the material
or installation. OWNER shall be deemed to have waived its rights under this LIMITED WARRANTY with respect to any repairs, replacements or alterations
made by OWNER without the express written consent of EROSION CONTROL APPLICATIONS, INC.

EROSION CONTROL APPLICATIONS, INC. neither assumes nor authorizes any person other than an officer of ECA to assume for it any other or additional
liability in connection with the installation. This LIMITED WARRANTY is extended to the property OWNER only. No rights against ECA will survive an
attempted transfer or assignment to any party who does not own the property.

The LIMITED WARRANTY herein is given in lieu of all warranties of merchantability, fitness for purpose, or other warranties or representatives, expressed
or implied. By accepting the installation, OWNER waives all other such possible warranties or representations, except those specifically given herein.
Correction of nonconformities, in the manner and for the period of time provided above, shall constitute fulfillment of all liabilities of ECA to OWNER,
whether based on contract, negligence, strict liability or otherwise with respect to or arising out of the installation of the lining system. The parties hereto
expressly agree that the sale hereunder is for commercial or industrial use only. Warranties, if any, concerning the materials incorporated into the lining
system are covered, if at all, by separate warranties from the manufacturers or suppliers of such materials and are expressly excluded from the scope of
this LIMITED WARRANTY, and OWNER acknowledges and agrees that ECA has made no warranties or representations to it concerning either the availability
or sufficiency of any such warranties or representations from manufacturers or suppliers.

Except as expressly stated above, EROSION CONTROL APPLICATIONS, INC. makes no warranty of any kind and hereby disclaims all warranties with respect
to the installation of the lining system, both expressed and implied, including, but not limited to, implied warranties or merchantability and fitness for a
particular purpose.

No terms or conditions other than those stated herein and no agreement or understanding, oral or written, and no course of conduct or performance in
any way purporting to modify this LIMITED WARRANTY or to waive ECA’s rights hereunder shall be binding on ECA unless the same shall be clearly described
in writing that refers to this LIMITED WARRANTY and is signed by an officer of ECA. Additional liabilities created by other documents shall have no force or
effect upon this LIMITED WARRANTY or the installation performed by ECA. The laws of the STATE OF CALIFORNIA will govern the rights and duties of the
parties under this LIMITED WARRANTY.

EROSION CONTROL APPLICATIONS, INC.:

BY: ____________________________________________ TITLE: __________________________________________

SIGNED: ____________________________________________ DATED: __________________________________________
DATE:
SUBMITTAL NO.: 10
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
SUBMITTAL CONTROL FORM
October 28, 2022
223147
TransJordan Landfill Phase F Final 
Cover 
Trans‐Jordan Cities EC Applications
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
Schedules and Drawings.                                                                     
1. Detailed installation schedule                                                        
2. Installation layout drawings
1Section 4.4.03 A 1 & 2
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
ECApplications Rev 5/2016
ID Task Name Duration Start Finish
0 223147 Trans-Jordan PH F Closure 131 days Mon 10/24/22 Sat 4/1/23
1 Pre-Construction 77 days Mon 10/24/22 Sat 1/28/23
2 Submittal Approval 18 days Mon 10/24/22 Sat 11/12/22
3 Material Production 41 days Mon 11/14/22 Sat 1/7/23
4 Ship Materials 27 days Tue 12/27/22 Sat 1/28/23
5 Construction 36 days Mon 1/16/23 Sat 2/25/23
6 Mobilization 1 day Mon 1/16/23 Mon 1/16/23
7 Install GCL 23 days Tue 1/17/23 Sat 2/11/23
8 Install HDPE Geomembarne 29 days Tue 1/17/23 Sat 2/18/23
9 Install Geocomposite 18 days Mon 2/6/23 Sat 2/25/23
10 Post Construction 0 days Sat 4/1/23 Sat 4/1/23
11 QC Documents / As-Built 0 days Sat 4/1/23 Sat 4/1/23
12
13 NO WEATHER DELAYS BUILT INTO SCHEDULE 0 days Mon 1/16/23 Mon 1/16/23
10 Hrs/Day,110 MH/Shift,660 Hrs Weekly
10 Hrs/Day,110 MH/Shift,660 Hrs Weekly
10 Hrs/Day,110 MH/Shift,660 Hrs Weekly
4/1
4/1
S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S
Oct 23, '22 Oct 30, '22 Nov 6, '22 Nov 13, '22 Nov 20, '22 Nov 27, '22 Dec 4, '22 Dec 11, '22 Dec 18, '22 Dec 25, '22 Jan 1, '23 Jan 8, '23 Jan 15, '23 Jan 22, '23 Jan 29, '23 Feb 5, '23 Feb 12, '23 Feb 19, '23 Feb 26, '23 Mar 5, '23 Mar 12, '23 Mar 19, '23 Mar 26, '23 Apr 2, '23 Apr 9, '23
Task Split Milestone Summary Project Summary Progress Manual Progress
TRANS-JORDAN LANDFILL
PHASE F CLOSURE 2022
LINER INSTALLATION SCHEDULE
Project: 223147 Trans-Jordan PH F Closure
Date: Fri 10/21/22
Page 1 of 1
DATE:
SUBMITTAL NO.: 15
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
SUBMITTAL CONTROL FORM
October 28, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
Geocomposite: Material Specification Sheet 1Section 3.3 Subsection 3.3.04
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
ECApplications Rev 5/2016
SKAPS TRANSNETTM HDPE GEOCOMPOSITE TN 300-2-8
Property Test Method Unit Value Qualifier
Geonet
Thickness ASTM D 5199 mil (mm) 275 (6.98) MAV(3)
Mass Per Unit Area ASTM D 5261 lb/ft2 0.25 MAV
Carbon Black ASTM D 4218 % 2.0 MAV
Tensile Strength ASTM D 7179 lb/in (kN/m) 75 (13.12) MAV
Melt Flow ASTM D 1238(2)g/10 min 1.0 Maximum
Density ASTM D 1505 g/cm3 0.94 MAV
Transmissivity(1)ASTM D 4716 gal/min/ft (m2/sec) 10.87(2.25x 10
-3)MAV
Composite
Ply Adhesion ASTM D 7005 lb/in (g/cm) 1.0 (178) MAV
Transmissivity(1a)ASTM D 4716 gal/min/ft (m2/sec) 4.35(9.0 x 10
-4)MAV
Geotextile
Fabric Weight ASTM D 5261 oz/yd2 (gm/m2)8 (271)MARV(4)
Grab Tensile ASTM D 4632 lb (N) 225 (1001) MARV
Grab Elongation ASTM D 4632 % 50 MARV
Trapezoid Tear ASTM D 4533 lb (N) 90 (400) MARV
CBR Puncture ASTM D 6241 lb (N) 600 (2670) MARV
Water Flow(5)ASTM D 4491 gpm/ft2 (l/min/m2)100 (4075) MARV
Permittivity(5)ASTM D 4491 sec-1 1.26 MARV
Permeability(5)ASTM D 4491 cm/sec 0.30 MARV
AOS ASTM D 4751 US Sieve (mm) 80 (0.180) MaxARV
Notes:
(2) Condition 190/2.16
(3) Minimum average value.
(5) At the time of manufacturing. Handling may change these properties.
10/28/2022
SKAPS TRANSNETTM geocomposite consists of SKAPS GeoNet made from HDPE resin with
nonwoven polypropylene geotextile fabric heat bonded on both sides of geonet.
This information is provided for reference purposes only and is not intended as a warranty or guarantee. SKAPS assumes no liability in connection with the use
of this information. Geotextile and Geonet properties are prior to lamination.
(1) Transmissivity measured using water at 21 + 2 oC (70 + 4 oF) with a gradient of 1.0 and a confining pressure of 15000 psf (718 kPa)
between steel plates after 15 minutes. Values may vary with individual labs.
(4) 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
Project: Trans Jordan Landfill, UT
(1a) Transmissivity measured using water at 21 + 2 oC (70 + 4 oF) with a gradient of 0.1 and a confining pressure of 10,000 psf (479
kPa) between steel plates after 15 minutes. Values may vary with individual labs.
SKAPS Industries, 571 Industrial Pkwy., Commerce, GA 30529, Ph: [phone], Fax: [phone], E-mail: [e-mail]
DATE:
SUBMITTAL NO.: 16
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
THE PROPOSED VARIANCES.
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
Geocomposite: Manufacturer's QA/QC certificate 1 Section 3.3 Subsection 3.3.04 C
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
SUBMITTAL CONTROL FORM
December 9, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
ECApplications Rev 5/2016
Customer:
Customer P.O.#:
Project:
Product:
Test Method Unit Value Qualifier
ASTM D 5261 lbs/ft2 0.250 MAV
6
ASTM D 5199 mil 275 MAV
6
ASTM D 4218 % 2.0 MAV
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 0.30 MARV
ASTM D 4751 US Sieve 80 MaxARV
ASTM D 4355 %/hrs 70/500 MARV
Notes:
1a.
1b.
2.
3.
4.
5.
6.
EC Applications
22257
Trans Jordan Landfill, UT
TN 300-2-8
UV Resistance (Certify Only)
Permeability
AOS
Minium average value
Transmissivity measured using water at 21 +2 o C (70 +4 o F) 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 o F) 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
Mass per Unit Area
Grab Elongation
Thickness
Transmissivity1a
Trap Tear Strength
Density
Composite
Carbon Black
Tensile Strength
Melt Flow
December 9, 2022
We hereby certify that the TN 300-2-8 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"
121131010001 2.80 2.49 10.46 x 10⁻⁴ HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010002 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010003 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010004 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010005 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010006 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010007 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010008 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010009 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010010 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010011 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010012 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010013 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010014 2.80 2.49 10.46 x 10⁻⁴HCBX 001545 0.9558 0.288 295 2.64 97 3.06 x 10⁻³
121131010015 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010016 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010017 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010018 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010019 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010020 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010021 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010022 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010023 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010024 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
Mass Per
Unit Area
(lb/ft2)
Trans Jordan Landfill, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)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"
Mass Per
Unit Area
(lb/ft2)
Trans Jordan Landfill, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)Roll Number Thickness
(mils)
121131010025 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010026 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010027 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010028 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010029 2.55 3.58 10.46 x 10⁻⁴HCBX 001545 0.9560 0.293 299 2.44 101 3.06 x 10⁻³
121131010030 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010031 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010032 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010033 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010034 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010035 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010036 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010037 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010038 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010039 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010040 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010041 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010042 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010043 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010044 3.88 1.87 10.46 x 10⁻⁴HCBX 001545 0.9556 0.286 291 2.61 95 3.06 x 10⁻³
121131010045 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010046 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010047 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010048 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Mass Per
Unit Area
(lb/ft2)
Trans Jordan Landfill, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)Roll Number Thickness
(mils)
121131010049 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010050 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010051 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010052 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010053 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010054 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010055 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010056 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010057 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010058 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010059 1.83 2.21 10.46 x 10⁻⁴HCBX 001545 0.9559 0.291 298 2.55 102 3.06 x 10⁻³
121131010060 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010061 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010062 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010063 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010064 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010065 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010066 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010067 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010068 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010069 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010070 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010071 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010072 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Mass Per
Unit Area
(lb/ft2)
Trans Jordan Landfill, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)Roll Number Thickness
(mils)
121131010073 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010074 2.87 2.46 10.46 x 10⁻⁴HCBX 001545 0.9557 0.294 292 2.65 93 3.06 x 10⁻³
121131010075 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010076 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010077 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010078 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010079 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010080 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010081 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010082 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010083 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010084 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010085 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010086 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010087 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010088 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010089 1.91 3.34 10.46 x 10⁻⁴HCBX 001545 0.9560 0.292 297 2.33 99 3.06 x 10⁻³
121131010090 2.35 2.68 10.14 x 10⁻⁴ HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010091 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010092 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010093 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010094 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010095 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010096 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Mass Per
Unit Area
(lb/ft2)
Trans Jordan Landfill, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)Roll Number Thickness
(mils)
121131010097 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010098 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010099 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010100 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010101 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010102 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010103 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010104 2.35 2.68 10.14 x 10⁻⁴HCBX 001545 0.9558 0.289 294 2.51 101 2.87 x 10⁻³
121131010105 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010106 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010107 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010108 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010109 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010110 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010111 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010112 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010113 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010114 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010115 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010116 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010117 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010118 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010119 2.15 1.95 10.14 x 10⁻⁴HCBX 001545 0.9556 0.287 296 2.63 96 2.87 x 10⁻³
121131010120 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Mass Per
Unit Area
(lb/ft2)
Trans Jordan Landfill, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)Roll Number Thickness
(mils)
121131010121 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010122 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010123 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010124 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010125 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010126 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010127 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010128 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010129 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010130 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010131 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010132 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010133 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010134 1.81 2.14 10.14 x 10⁻⁴HCBX 001545 0.9559 0.284 293 2.59 93 2.87 x 10⁻³
121131010135 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010136 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010137 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010138 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010139 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010140 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010141 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010142 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010143 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010144 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Mass Per
Unit Area
(lb/ft2)
Trans Jordan Landfill, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)Roll Number Thickness
(mils)
121131010145 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010146 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010147 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010148 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010149 3.79 2.14 10.14 x 10⁻⁴HCBX 001545 0.9557 0.285 298 2.52 98 2.87 x 10⁻³
121131010150 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010151 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010152 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010153 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010154 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010155 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010156 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010157 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010158 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010159 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010160 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010161 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010162 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010163 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010164 3.89 2.50 10.14 x 10⁻⁴HCBX 001545 0.9559 0.290 292 2.66 96 2.87 x 10⁻³
121131010165 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010166 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010167 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010168 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Mass Per
Unit Area
(lb/ft2)
Trans Jordan Landfill, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)Roll Number Thickness
(mils)
121131010169 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010170 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010171 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010172 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010173 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010174 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010175 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010176 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010177 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010178 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010179 3.05 3.70 10.14 x 10⁻⁴HCBX 001545 0.9556 0.292 297 2.38 100 2.87 x 10⁻³
121131010180 3.36 2.92 10.28 x 10⁻⁴ HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010181 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010182 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010183 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010184 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010185 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010186 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010187 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010188 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010189 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010190 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010191 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010192 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Mass Per
Unit Area
(lb/ft2)
Trans Jordan Landfill, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)Roll Number Thickness
(mils)
121131010193 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010194 3.36 2.92 10.28 x 10⁻⁴HCBX 001545 0.9558 0.289 299 2.34 101 3.21 x 10⁻³
121131010195 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010196 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010197 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010198 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010199 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010200 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010201 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010202 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010203 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010204 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010205 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010206 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010207 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010208 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
121131010209 1.77 3.55 10.28 x 10⁻⁴HCBX 001545 0.9560 0.293 291 2.36 100 3.21 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Customer Name :EC Applications
Project Name :Trans Jordan Landfill, UT
Geocomposite Manufacturer :SKAPS Industries
Geocomposite Production Plant :Commerce, GA
Geocomposite Brand Name :TN 300-2-8
Density ASTM D1505 g/cm3 0.9509 0.9511
Melt flow Index ASTM D1238(a)g/10 min 0.16 0.15
(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
HCBX 001545
UnitsResin
Lot Number
Chevron Phillips
Chemical Company
Resin
Manufacturer
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:TN 300-2-8
Project :Trans Jordan Landfill, UT
Side A 8.20 233 72 238 85 99 107 691 80 101 0.42 1.35
Side B 8.41 229 66 234 84 101 112 728 80 103 0.42 1.38
Side A 8.26 228 72 231 83 105 117 669 80 103 0.43 1.37
Side B 8.26 228 72 231 83 105 117 669 80 103 0.43 1.37
Side A 8.16 235 73 245 76 98 116 663 80 103 0.42 1.38
Side B 8.46 227 70 244 81 96 105 710 80 101 0.42 1.35
Side A 8.52 226 67 230 80 103 115 682 80 101 0.41 1.35
Side B 8.46 227 70 244 81 96 105 710 80 101 0.42 1.35
Side A 8.20 233 72 238 85 99 107 691 80 101 0.42 1.35
Side B 8.24 232 75 243 75 98 111 712 80 101 0.41 1.35
Side A 8.58 228 69 235 83 97 109 741 80 101 0.42 1.35
Side B 8.20 233 72 238 85 99 107 691 80 101 0.42 1.35
Side A 8.53 234 66 236 81 101 102 704 80 103 0.43 1.37
Side B 8.48 225 70 237 80 96 119 690 80 103 0.43 1.37
121131010150
121131010030
121131010060
121131010090
WATER-
FLOW
gpm/ft2
We hereby certify the following test results for the above referenced product/project :
TRAP
lbs.
(XMD)
FABRIC
SIDE
PERM-
ITY
sec-1
PERM-
ABL
cm/sec
AOS
us sieve
GRAB
lbs.
(XMD)
GRAB
ELG %
(XMD)
121131010120
GRAB
lbs.
(MD)
GRAB
ELG %
(MD)
TRAP
lbs.
(MD)
WEIGHT
oz/yd2
121131010001
GEOCOMP
ROLL#
121131010180
Geotextile Certification
CBR
PUNCTURE
lbs
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
DATE:
SUBMITTAL NO.:17
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE:PHONE:
FAX:FAX:
E‐MAIL:E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
SUBMITTAL CONTROL FORM
October 28, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
Geocomposite: Schedule and Drawings 1 ection 4.5 Subsection 4.5.03 A 1&
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
ECApplications Rev 5/2016
ID Task Name Duration Start Finish
0 223147 Trans-Jordan PH F Closure 131 days Mon 10/24/22 Sat 4/1/23
1 Pre-Construction 77 days Mon 10/24/22 Sat 1/28/23
2 Submittal Approval 18 days Mon 10/24/22 Sat 11/12/22
3 Material Production 41 days Mon 11/14/22 Sat 1/7/23
4 Ship Materials 27 days Tue 12/27/22 Sat 1/28/23
5 Construction 36 days Mon 1/16/23 Sat 2/25/23
6 Mobilization 1 day Mon 1/16/23 Mon 1/16/23
7 Install GCL 23 days Tue 1/17/23 Sat 2/11/23
8 Install HDPE Geomembarne 29 days Tue 1/17/23 Sat 2/18/23
9 Install Geocomposite 18 days Mon 2/6/23 Sat 2/25/23
10 Post Construction 0 days Sat 4/1/23 Sat 4/1/23
11 QC Documents / As-Built 0 days Sat 4/1/23 Sat 4/1/23
12
13 NO WEATHER DELAYS BUILT INTO SCHEDULE 0 days Mon 1/16/23 Mon 1/16/23
10 Hrs/Day,110 MH/Shift,660 Hrs Weekly
10 Hrs/Day,110 MH/Shift,660 Hrs Weekly
10 Hrs/Day,110 MH/Shift,660 Hrs Weekly
4/1
4/1
S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S
Oct 23, '22 Oct 30, '22 Nov 6, '22 Nov 13, '22 Nov 20, '22 Nov 27, '22 Dec 4, '22 Dec 11, '22 Dec 18, '22 Dec 25, '22 Jan 1, '23 Jan 8, '23 Jan 15, '23 Jan 22, '23 Jan 29, '23 Feb 5, '23 Feb 12, '23 Feb 19, '23 Feb 26, '23 Mar 5, '23 Mar 12, '23 Mar 19, '23 Mar 26, '23 Apr 2, '23 Apr 9, '23
Task Split Milestone Summary Project Summary Progress Manual Progress
TRANS-JORDAN LANDFILL
PHASE F CLOSURE 2022
LINER INSTALLATION SCHEDULE
Project: 223147 Trans-Jordan PH F Closure
Date: Fri 10/21/22
Page 1 of 1
DATE:
SUBMITTAL NO.: 18
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
SUBMITTAL CONTROL FORM
October 28, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
Geocomposite: Equipment and Personnel 1 Section 4.5 Subsection 4.5.03 C
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
ECApplications Rev 5/2016
Equipment and Personnel
ECA maintains substantial equipment and personnel resources - a sufficient compliment of each will be
assigned to this project to esure the installation schedule will be achieved.
Project Name TransJordan Landfill
Project Number 223147
Welding Equipment
Wedge Welders 4
Extrusion Welders 3
Heat Tack Welders 4
Extension Cords 20
Grinders 4
Generators 5
Testing Equipment
Vacuum Set 5
Air Testing Sets 5
Air Compressor 2
Air Hoses 2
Tensiometer 1
Heavy Equipment
Forklift 1
Skidsteer 1
Spreader Bar 1
Capet Pole 1
GCL Bar
Transportation
Pickup Trucks 1
Vans 1
Personnel
Superintendent 1
Leadman 1
QC Technician 1
Master Seamer 3
Technicians 5
DATE:
SUBMITTAL NO.: 20
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
SUBMITTAL CONTROL FORM
October 28, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
GCL: Material Specification Sheet 1Section 3.1 Subserction 3.1.04
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
ECApplications Rev 5/2016

September 29, 2022

RE: Trans Jordan LF, Phase F Closure
Geosynthetic Clay Liner

To whom it may concern:

CETCO® was provided with Section 3.1 - Geosynthetic Clay Liner, pages 52 through 54 of the Technical
Specification and prepared by IGES for the above-referenced project. Based upon our review of this
information, CETCO® proposes to supply Bentomat® DN as the geosynthetic clay liner (GCL) for this
project. A Technical Data Sheet (TDS) for Bentomat® DN is enclosed, and Bentomat® DN will meet or
exceed the project requirements as indicated by the aforementioned documents.

In addition to our Bentomat® DN TDS and the, please find enclosed our quotation based upon the above-
indicated exceptions. Placement of an order in connection with the above-referenced project
acknowledges receipt of this letter and acceptance of the proposed product and exceptions and
clarifications made herein. We appreciate your interest in CETCO® Environmental Products. Please call
Andy Jung at [phone] if you have any further questions.

Very truly yours,
Andy Jung
Technical Sales Manager
CETCO® Environmental Products

BENTOMAT® DN
CE RTIFIE D PROPE RTIES

CETCO® Bentomat® DN is a reinforced geosynthetic clay liner (GCL) consisting of a layer of sodium bentonite between two polypropylene
nonwoven geotextiles, which are needle-punched together.

MATERIAL PROPERT Y TEST ME THOD TEST FREQUENCY CERTIFIED VALUES
Nonwoven Base Geotextile
Mass/Area1 ASTM D5261 200,000 ft2 (20,000 m2) 6.0 oz/yd2 (203 g/m2) min.
Nonwoven Cap Geotextile
Mass/Area1 ASTM D5261 200,000 ft2 (20,000 m2) 6.0 oz/yd2 (203 g/m2) min.
Bentonite Swell Index2 ASTM D5890 1 per 50 tonnes 24 mL/2g min.
Bentonite Fluid Loss2 ASTM D5891 1 per 50 tonnes 18 mL max.
Bentonite Mass/Area3 ASTM D5993 40,000 ft2 (4,000 m2) 0.75 lb/ft2 (3.7 kg/m2) min.
Total Mass/Area3 ASTM D5993 40,000 ft2 (4,000 m2) 0.83 lb/ft2 (4.1 kg/m2) min.
GCL Moisture Content ASTM D5993 40,000 ft2 (4,000 m2) 35% max.
GCL Grab Strength4 ASTM D6768 200,000 ft2 (20,000 m2) 50 lbs/in (8.8 kN/m) min.
GCL Peel Strength ASTM D6496 40,000 ft2 (4,000 m2) 3.5 lbs/in (610 N/m) min.
GCL Hydraulic Conductivity5 ASTM D5887 250,000 ft2 (25,000 m2) 5 x 10-11 m/s max.
GCL Index Flux5 ASTM D5887 250,000 ft2 (25,000 m2) 1 x 10-8 m3/m2/s max.
GCL Hydrated Internal
Shear Streng th6 ASTM D6243 1,000,000 ft2 (100,000 m2) 500 psf (24 kPa) typ.@ 200 psf (9.6 kPa)

Notes:
1 Geotextile property tests performed on the geotextile components before they are incorporated into the finished GCL product.
2 Bentonite property tests performed before the bentonite is incorporated into the finished GCL product.
3 Reported at 0% moisture content.
4 All tensile strength testing is performed in the machine direction using ASTM D6768.
5 Index flux and hydraulic conductivity testing with deaired distilled/deionized water at 80 psi (550 kPa) cell pressure, 77 psi (530 kPa) headwater pressure
and 75 psi (515 kPa) tailwater pressure.
6 Peak values measured at 200 psf (9.6 kPa) normal stress for a specimen hydrated for 48 hours. Site-specific materials, GCL products, and test conditions
must be used to verify internal and interface strength of the proposed design.

TR 401-BDN-3.5lb/in
06/2022

DATE:
SUBMITTAL NO.:21
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE:PHONE:
FAX:FAX:
E‐MAIL:E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
GCL: Material Specification Sheet 1Section 3.1 Subserction 3.1.04
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
SUBMITTAL CONTROL FORM
November 30, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
ECApplications Rev 5/2016
Sincerely,
NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCO® Lovell Plant
Date:30-Nov-2022 10:52
Purchase Order: 22256
ORDER NUMBER: 55073478
EC APPLICATIONS
901 E. ORANGETHORPE AVE
ANAHEIM,CA,92801
To Whom It May Concern:
Please find the enclosed Manufacturing Quality Assurance/Manufacturing Quality Control (MQA/MQC) test data package
for Geosynthetic Clay Liner (GCL) shipments to EC APPLICATIONS .
The enclosed data package includes results for all MQC tests required by ASTM D5889, with the exception of index
flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once every 250,000
sq./ft. of GCL produced, unless a higher frequency is required by the project specifications. Because of the GCL's low
permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity results associated with
this lot of material will be provided under separate cover as soon as they are available.
Although the index flux/hydraulic conductivity test results are not yet available, CETCO® accepts responsibility for our
GCL should the index flux/hydraulic conductivity test produce unacceptable results. If, upon delivery and prior to
installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO® will
replace the nonconforming material at no charge.
Questions regarding this information should be directed to CETCO® Technical Services
at [e-mail].
PREPARED BY:NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCO®
AMERICAN COLLOID COMPANY
92 HIGHWAY 37
LOVELL, 82431, WY
Telephone: [phone]
Email: [e-mail]
GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE
PROJECT NAME:
CUSTOMER P.O.:22256
ORDER NUMBER:55073478
PREPARED FOR:EC APPLICATIONS
CONTENTS:
·Product Certifications
·GCL Order Packing List and MQA Tracking Form
·GCL Manufacturing Quality control test data
·Bentonite clay certification
·Raw Material Test results
Sincerely,
NICHOLLS, RYAN J
Quality Assurance Coordinator
CETCO® Lovell Plant
PRODUCT CERTIFICATIONS
PROJECT NAME:
CUSTOMER P.O.:22256
ORDER NUMBER:55073478
PREPARED FOR:EC APPLICATIONS
The GCL Manufactured for the above-referenced order number is certified to meet the values listed in the tables below:
GCL PROPERTY SPECIFICATIONS FOR BENTOMAT® DN
Test Method Test Method Property Test Frequency Certified Value
ASTM D6768 GCL Grab Strength 200,000 sq ft (20,000 sq m)50 - lbs/in
ASTM D5891 Bentonite Fluid Loss 1 per 50 Tons 18 - ml
ASTM D6496 GCL Peel Strength 40,000 sq ft (4,000 sq m)3.5 - lbs/in
ASTM D5887 GCL-Index Flux 250,000 sq ft 1x10-8 - m3/m2/s
ASTM D5887 GCL-Hydraulic Conductivity 250,000 sq ft 5x10-9 - cm/s
ASTM D6243 GCL Hydrated Internal Shear Strength 1,000,000 sq ft 500 - psf
ASTM D5993 Bentonite Mass/Area 40,000 sq ft (4,000 sq m).75 - lbs/sq ft
ASTM D5890 Bentonite Free Swell 1 per 50 Tons 24 - ml
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. An "*" indicates non-standard testing, frequency, or certified value .
NEEDLE DETECTION AND REMOVAL PROCEDURE
CETCO® hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually passed
under a magnet for needle removal and then screened with a metal detection device. CETCO® certifies Bentomat® to be
essentially free of broken needless and fragments of needles that would negatively affect the performance of the final product.
GCL PACKING LIST AND MQA TRACKING FORM
Listing of finished and raw materials used to produce certification package number 55073478
GCL GEOTEXTILE CLAY
BENTOMAT® DN 01-9514 01-8991 CG 50-BLK
Order GCL Lot#GCL Roll#Length Width Weight Sq. ft Roll # Tested Cap1 Roll #Base1 Roll #Clay Lot #
55073478 LL-29-2022 5776 150 14.5 2755 2175 5766 2027211426 2027100396 L-196-22-F
55073478 LL-29-2022 5777 150 14.5 2705 2175 5766 2027211426 2027100396 L-196-22-F
55073478 LL-29-2022 5778 150 14.5 2700 2175 5766 2027211437 2027100396 L-196-22-F
55073478 LL-29-2022 5779 150 14.5 2770 2175 5766 2027211437 2027100396 L-196-22-F
55073478 LL-29-2022 5780 150 14.5 2825 2175 5766 2027211437 2027100396 L-196-22-F
55073478 LL-29-2022 5781 150 14.5 2750 2175 5766 2027211437 2027100396 L-196-22-F
55073478 LL-29-2022 5782 150 14.5 2770 2175 5766 2027211437 2027100396 L-196-22-F
55073478 LL-29-2022 5783 150 14.5 2765 2175 5766 2027211437 2027100396 L-196-22-F
55073478 LL-29-2022 5818 150 14.5 2795 2175 5802 700345864 2027191049 L-196-22-F
55073478 LL-29-2022 5819 150 14.5 2845 2175 5802 700345864 2027191049 L-196-22-F
55073478 LL-29-2022 5820 150 14.5 2845 2175 5820 700345864 2027191049 L-196-22-F
55073478 LL-29-2022 5821 150 14.5 2805 2175 5820 700345864 2027192021 L-196-22-F
55073478 LL-29-2022 5822 150 14.5 2830 2175 5820 700345864 2027192021 L-196-22-F
55073478 LL-29-2022 5823 150 14.5 2825 2175 5820 700345864 2027192021 L-196-22-F
55073478 LL-29-2022 5824 150 14.5 2990 2175 5820 700345864 2027192021 L-196-22-F
55073478 LL-29-2022 5825 150 14.5 2840 2175 5820 700345864 2027192021 L-196-22-F
55073478 LL-29-2022 5826 150 14.5 2825 2175 5820 2027216263 2027192021 L-196-22-F
55073478 LL-29-2022 5827 150 14.5 2775 2175 5820 2027216263 2027192021 L-196-22-F
55073478 LL-29-2022 5828 150 14.5 2850 2175 5820 2027216263 2027192021 L-196-22-F
55073478 LL-29-2022 5829 150 14.5 2820 2175 5820 2027216263 2027192021 L-196-22-F
55073478 LL-29-2022 5830 150 14.5 2820 2175 5820 2027216263 2027192021 L-201-22-A
55073478 LL-29-2022 5831 150 14.5 2745 2175 5820 2027216263 2027192021 L-201-22-A
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55073478 LL-30-2022 6037 150 14.5 3090 2175 6020 2027074030 2027192128 L-201-22-D
55073478 LL-30-2022 6038 150 14.5 3065 2175 6038 2027203759 2027192128 L-201-22-D
55073478 LL-30-2022 6039 150 14.5 3010 2175 6038 2027203759 2027192128 L-201-22-D
55073478 LL-30-2022 6040 150 14.5 3035 2175 6038 2027203759 2027192128 L-201-22-D
55073478 LL-30-2022 6041 150 14.5 3020 2175 6038 2027203759 2027192128 L-201-22-D
55073478 LL-30-2022 6042 150 14.5 3020 2175 6038 2027203759 2027192128 L-201-22-D
55073478 LL-30-2022 6043 150 14.5 2995 2175 6038 2027203759 2027192128 L-201-22-D
55073478 LL-30-2022 6044 150 14.5 3025 2175 6038 2027203759 2027192128 L-201-22-D
55073478 LL-30-2022 6045 150 14.5 3125 2175 6038 2027203759 2027192128 L-201-22-E
55073478 LL-30-2022 6046 150 14.5 3140 2175 6038 2027203759 2027192128 L-201-22-E
55073478 LL-30-2022 6047 150 14.5 3130 2175 6038 2027203757 2027192015 L-201-22-E
55073478 LL-30-2022 6048 150 14.5 3105 2175 6038 2027203757 2027192015 L-201-22-E
55073478 LL-30-2022 6049 150 14.5 3070 2175 6038 2027203757 2027192015 L-201-22-E
55073478 LL-30-2022 6050 150 14.5 3125 2175 6038 2027203757 2027192015 L-201-22-E
55073478 LL-30-2022 6051 150 14.5 3095 2175 6038 2027203757 2027192015 L-201-22-E
55073478 LL-30-2022 6052 150 14.5 3035 2175 6038 2027195078 2027192015 L-201-22-E
55073478 LL-30-2022 6053 150 14.5 3100 2175 6038 2027195078 2027192015 L-201-22-E
55073478 LL-30-2022 6054 150 14.5 3100 2175 6054 2027195078 2027192015 L-201-22-E
55073478 LL-30-2022 6055 150 14.5 3125 2175 6055 2027195078 2027192015 L-201-22-E
55073478 LL-30-2022 6056 150 14.5 2705 2175 6055 2027195078 2027192015 L-201-22-E
55073478 LL-30-2022 6057 150 14.5 2755 2175 6055 2027195078 2027192015 L-201-22-E
55073478 LL-30-2022 6058 150 14.5 2755 2175 6055 2027195078 2027192252 L-201-22-E
55073478 LL-30-2022 6059 150 14.5 2765 2175 6055 2027195078 2027192252 L-201-22-E
55073478 LL-30-2022 6060 150 14.5 2800 2175 6055 2027195078 2027192252 L-201-22-E
55073478 LL-30-2022 6061 150 14.5 2720 2175 6055 2027195078 2027192252 L-201-22-E
55073478 LL-30-2022 6062 150 14.5 2740 2175 6055 700345858 2027192252 L-201-22-E
55073478 LL-30-2022 6063 150 14.5 2760 2175 6055 700345858 2027192252 L-201-22-E
55073478 LL-30-2022 6064 150 14.5 2790 2175 6055 700345858 2027192252 L-201-22-E
55073478 LL-30-2022 6065 150 14.5 2775 2175 6055 700345858 2027192252 L-201-22-E
55073478 LL-30-2022 6066 150 14.5 2800 2175 6055 700345858 2027192252 L-201-22-E
55073478 LL-30-2022 6067 150 14.5 2795 2175 6055 700345858 2027192252 L-201-22-E
55073478 LL-30-2022 6068 150 14.5 2770 2175 6055 700345858 2027192252 L-201-22-E
55073478 LL-30-2022 6069 150 14.5 2780 2175 6055 2027165797 2027192252 L-201-22-E
55073478 LL-30-2022 6070 150 14.5 2785 2175 6055 2027165797 2027192252 L-201-22-E
Total Sq Ft: 56767
5
Total Number of Rolls Certified: 261
GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 55073478 have been tested in our production facility lab.
Product Lot# Tested Roll#
Tested Mass Area Grab Strength Peel Strength
ASTM Test Method:ASTM D5993 ASTM D6768 ASTM D6496
Required Value:.75 - lbs/sq ft 50 - lbs/in 3.5 - lbs/in
BENTOMAT® DN LL-29-2022 5766 .92 55.1 6.8
BENTOMAT® DN LL-29-2022 5802 .92 55.1 7
BENTOMAT® DN LL-29-2022 5820 .86 55.1 6.1
BENTOMAT® DN LL-29-2022 5838 .83 62.6 6.2
BENTOMAT® DN LL-29-2022 5855 .9 55.3 5.8
BENTOMAT® DN LL-29-2022 5873 .86 55.3 8.8
BENTOMAT® DN LL-29-2022 5891 1.03 55.3 7
BENTOMAT® DN LL-29-2022 5907 .93 74 4.4
BENTOMAT® DN LL-29-2022 5925 1 74 5.8
BENTOMAT® DN LL-29-2022 5943 .91 74 4.7
BENTOMAT® DN LL-29-2022 5961 .9 74 12.8
BENTOMAT® DN LL-30-2022 5979 .91 68.7 7.8
BENTOMAT® DN LL-30-2022 5984 .9 60.9 3.6
BENTOMAT® DN LL-30-2022 6002 .91 60.9 7.4
BENTOMAT® DN LL-30-2022 6020 1.01 60.9 10.9
BENTOMAT® DN LL-30-2022 6038 .87 60.9 7.8
BENTOMAT® DN LL-30-2022 6054 1.1 62 6.6
BENTOMAT® DN LL-30-2022 6055 .83 67.9 7.3
L-201-22-A 8.51 33 11.8
L-201-22-B 8.68 34 11.2
L-201-22-C 8.82 38 10.8
L-201-22-D 9.41 38 12.4
L-201-22-E 9.38 36 11
BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 55073478 was tested in our production facility lab and
yielded the following results.
Clay Lot #Moist Swell Fluid Loss
ASTM Test Method:ASTM D2216 ASTM D5890 ASTM D5891
Required Value:12 - %24 - ml 18 - ml
L-196-22-F 9.26 37 9.8
GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS
The GCL in certification package number 55073478 was manufactured with geotextiles which were tested and yielded the following results.
BASE GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
01-8991 2027100396 6.74 211.12
01-8991 2027191049 6.38 171.44
01-8991 2027192021 7.16 164.17
01-8991 2027119148 6.24 205.72
01-8991 2027119814 6.45 202.13
01-8991 2027192023 6.74 185.01
01-8991 2027119815 6.57 202.27
01-8991 2027192003 6.2 166.69
01-8991 2027192036 6.04 169.03
01-8991 2027191042 6.48 170.62
01-8991 2027119921 6.35 215.37
01-8991 2027192053 6.34 186.71
01-8991 2027191046 6.69 170.49
01-8991 2027119143 7.07 241.18
01-8991 2027031975 6.64 189.69
01-8991 2027031989 6.75 210.25
01-8991 2027031986 6.84 197.14
01-8991 2027192113 6.25 194.66
01-8991 2027192012 6.73 187.77
01-8991 2027192128 6.38 194.9
01-8991 2027192015 6.22 173.77
01-8991 2027192252 6.39 190.12
01-9514 2027211426 6.63 146.51
01-9514 2027211437 7.17 164.6
01-9514 700345864 6.59 120
01-9514 2027216263 6.86 148.78
01-9514 700345876 6.34 111
01-9514 700345809 6.74 101
01-9514 700347168 6.72 106
01-9514 2027194532 6.1 136.43
01-9514 700345893 6.37 110
01-9514 700345898 6.12 126
01-9514 700345899 6.12 126
01-9514 700345902 6.25 120
01-9514 700345904 6.43 116
01-9514 700345909 6.68 118
01-9514 2027047804 6.96 173.46
01-9514 700347207 6.55 128
01-9514 700347246 6.74 127
01-9514 2027047794 6.84 165.12
01-9514 700347184 6.72 113
01-9514 2027136903 6.52 139.2
01-9514 2027047807 6.96 173.46
01-9514 2027211441 6.63 152.47
01-9514 2027211432 7.17 164.6
01-9514 2027047802 6.86 164.61
01-9514 2027047806 6.96 173.46
01-9514 2027047811 6.31 152.22
01-9514 2027047813 6.31 152.22
01-9514 2027074034 6.88 165.18
01-9514 2027203760 6.13 146.64
01-9514 2027074030 6.77 172.88
01-9514 2027203759 6.13 146.64
01-9514 2027203757 6.13 146.64
01-9514 2027195078 6.5 150.01
01-9514 700345858 6.51 93
01-9514 2027165797 6.04 140.46
COVER GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
Certifications from our suppliers are on file at our production facility.
DATE:
SUBMITTAL NO.: 22
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
SUBMITTAL CONTROL FORM
October 28, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
 GCL: Qualifications that contractor is experienced to install 
GCL and include a project reference list demonstrating 
company experience in installing GCL.
1Section 4.3 Subsection 4.3.03 A
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
ECApplications Rev 5/2016
SOLUTION PONDS TUNNEL CONSTRUCTION
LAGOONS RESERVOIRS LANDFILLS PONDS TANKS DIGESTERS

STATEMENT OF QUALIFICATIONS
Erosion Control
Engineered Containment
Environmental Construction
GEOSYNTHETIC LINING SYSTEMS FLOATING COVERS TUNNEL LINERS
INDUSTRIAL CONTAINMENT LANDFILL LINERS
Toll Free 866-475-5500
California (Corp Office): Nevada: Texas:
901 E. Orangethorpe Ave. 255 Distribution Dr, Unit 206 12002 E. Highway 158
Anaheim, California 92801 Sparks, Nevada 89441 Gardendale, Texas 79758
Ph: 714-921-9848 Ph: 775-549-3010 Ph: 432-614-3001
Fax: [phone] Fax: [phone] Fax: [phone]

www.ECApplications.com www.FloatingCovers.com www.MethaneBarriers.com
www.BiogasCovers.com www.OilBooms.com www.TunnelLining.com
EC APPLICATIONS

INTRODUCTION
STATEMENT OF QUALIFICATIONS - INTRODUCTION, PAGE 1
WHO WE ARE:

EC Applications is a general engineering contractor with vast specialty construction experience and ex-
pertise. ECA specializes in geosynthetic lining systems, erosion control products and related
Environmental Construction and Erosion Control services.

CULTURE
We foster a culture that is based on two principles: Integrity and Loyalty. This creates an
environment that promotes teamwork and continuous improvement; resulting in a highly efficient
“excellent operating company”.

Our team members participate in making ECA a pleasant working environment with internal customer
service, teamwork, mutual respect, and dedication.

Our managers live up to their commitments, communicate openly and honestly, and strive to
strengthen the company through continuous learning; ensuring continued company and individual
success.

We take calculated risks, learn from our mistakes, and use lessons learned as stepping stones toward
future growth.

ECA prides itself on providing its clients with exceptional service that incorporates core values of quality,
experience, value and responsiveness. Our commitment to these values means that ECA will devote all
available resources to assisting our clients achieve desired results.

COMPANY PROFILE
ECA maintains full time management, installation supervisors, trained craftsmen, and seaming and
deployment equipment, as well as inventory of geosynthetic lining and erosion control
materials.

Over the last 25 years, our dedicated personnel have worked on geosynthetic lining system
installations around the world. Our experience and commitment to quality in all aspects of our service
gives us real insight into technical issues, a variety of practical perspectives from which to better analyze
problems, and a truly sophisticated mix of knowledgeable professionals to draw upon. ECA offers its
clients solutions in a wide variety of applications.

ECA’s extensive experience, financial strength, resources and highly skilled workforce provides it with the
essential elements to deliver successful projects from start to finish.
KEY PERSONNEL
STATEMENT OF QUALIFICATIONS - KEY PERSONNEL, PAGE 5
NICOLAS GONZALEZ - President, Over 30 Years of Experience
Mr. Gonzalez has over 30 years of experience in the geosynthetic lining industry including: field supervision,
project management, foreign construction operations, technical, quality control, safety, estimating and sales.
He directs and leads the company’s construction operations from its headquarters in Orange County,
California.
CHRISTOPHER FORE - Vice President, Over 30 Years of Experience
Mr. Fore is an established industry leader at all levels within construction organizations. Throughout his
career in the environmental / geosynthetic lining industry, he has successfully managed projects on five
continents and over 20 different countries. He is a proven talent who has a reputation for teambuilding and
solution finding. He directs and leads the company’s day to day business operations from its headquarters in
Orange County, California.
DWIGHT PATTEE - Business Development Manager, Over 40 Years of Experience
Mr. Pattee began his career in the geosynthetic liner industry in 1973. During his career he has held
various positions ranging from field technician, superintendent, estimating manager, project manager and
regional construction manager. His familiarity with all aspects of the industry makes him uniquely qualified for
his current position. Dwight works out of the company’s Nevada regional office, his responsibilities include
developing new markets and assisting in the continued growth of ECA.
SCOTT HARKER - Project Manager, Over 20 Years of Experience
Mr. Harker has extensive hands on experience overseeing all phases of Geosynthetic Projects in Public
Works and Private Sectors. As a Project Manager in the Geosynthetics Industry for 11 years,
he brings a proven history of strong project management, client coordination, scheduling and
successful completion of projects in various sizes. Mr. Harker is committed to customer relationships
and satisfaction through first-rate service, attention to detail, and communication.
CARLOS GONZALES - Project Manager , Over 10 Years of Experience
Mr. Gonzales has extensive hands on experience overseeing all phases of Construction Projects in Public
Works and Private Sectors. As a Project Manager in the Geosynthetics Industry for 1 years,
he brings a proven history of strong project management, client coordination, scheduling and
successful completion of projects in various sizes. Mr. Gonzales is committed to customer relationships
and satisfaction through first-rate service, attention to detail, and communication.
RUBEN BRITO - Project Coordinator & Safety, Over 15 Years of Experience
Mr. Brito has extensive hands on experience overseeing and delivering all phases of Geosynthetic Projects in
Public Works and Private Sectors. As Project Coordinator he is responsible for organizing and controlling all
project activities. He brings a proven history of strong project coordination and successful completion of
varying sized and complexity projects.
KEY PERSONNEL
STATEMENT OF QUALIFICATIONS - KEY PERSONNEL, PAGE 6
IRENE CADILLI-BIVENS - Controller , Over 20 Years of Experience
Ms. Cadilli-Bivens has extensive experience working with executives in the operations and business
development side of construction. She manages ECA’s accounting, human resources, contract
administration, marketing, and IT from the Orange County office. Her attention to detail and solution-oriented
approach to every challenge make her one of our most reliable and valuable team members.
OTHER KEY PERSONNEL POSITION YEARS OF EXPERIENCE
Over 30
Over 23
Over 15
Over 15
PRISCILIANO SEGURA
GILBERTO BELLO
ALEXANDER DELGADO
OCTAVIO OCHOA
OSCAR TORRES
Superintendent
Superintendent
Superintendent
Superintendent
Superintendent Over 15
Over 03 Superintendent
Superintendent Over 03 Leadman Over 10 Quality Control Manager Over 15 QC Specialist Over 20 QC Specialist Over 15 QC Specialist Over 15 QC Specialist Over 05 QC Specialist Over 03
ANDRES DIAS
PEDRO ESPINOSA
ARTURO RA MIREZ
FRANK AMIGO
JUAN DELGADO
FRANK GUTIERREZ
CARLOS CORRALES
DANIEL MARTINEZ
UZZIEL OLEA
EDWIN ALFONSO QC Specialist Over 02
We are truly on the cutting edge of our industry. Our personnel have established a consistent record of
success. We want to put our knowledge and expertise to work for you.
INSTALLER QUALIFICATIONS
STATEMENT OF QUALIFICATIONS - PROJECT EXPERIENCE, PAGE 2
Project Name: Talen Energy Colstrip GWCSP Project Name: Pacific Rim Dairy-Tier 1 Pond Liner
Project Location: Colstrip, MT. Project Location: Corcoran, CA.
Application Purpose: Water Storage Pond Application Purpose: Wastewater Ponds
Start/Complete Dates: 7/8 to 11/25/19 Start/Complete Dates: Nov 2019 to Feb. 2020
Owner: Talen Montana, LLC Owner: Pacific Rim Dairy
Contact: Cam Lundy Contact: Matt Razor
Phone: [phone] Phone: [phone]
Material Type/Thickness: 60 mil HDPE, Material Type/Thickness: 60 mil HDPE
Geotextile, Geocomposite and Geonet
Size/Quantity: 11,225,000 SF Size/Quantity: 220,000 SF
Project Name: VantageHeap Leach Facility Project Name: Monument Lake Double Pit Liner
Project Location: Ely, NV Project Location: Wansutter, WY
Application Purpose: Mining Leach Pad Application Purpose: Frack Water Pond
Start/Complete Dates: 5/5/18 to 7/20/19 Start/Complete Dates: April 2019 to June 2019
Owner: KG Mining Inc. Owner: Southland Royalty Company, LLC
Contact: Mike Beloud Contact:: Cheyenne Scharf
Phone: [phone] Phone: [phone]
Material Type/Thickness: 80 mil HDPE, GCL, Material Type/Thickness: 40 mil, 60 mil Drainliner
Geonet, 60 mil HDPE
Size/Quantity: 16,500,000 SF Size/Quantity: 290,800 SF
Project Name: Cripple Creek and Victor Mine Project Name: OWL-Thunder Basin Pond #4
Project Location: Cripple Creek, CO Project Location: Bill, WY.
Application Purpose: Mine Leach Pad and Pond Application Purpose: Frack Water Storage Pond
Start/Complete Dates: May 2014 - Sept. 2016 Start/Complete Dates: April 2019 to Aug. 2019
Owner: CC&V Mine Company (Ashanti Gold) Owner: Oilfield Water Logistics (OWL)
Contact: Eric Marolf Contact: Doug Wheeler
Phone: [phone] Phone: [phone]
Material Type/Thickness: 100 mil LLDPE, liner Material Type/Thickness: GCL, 40 mil, 60 mil Drain
80 mil LLDPE Textured
Size/Quantity: 10,850,000 SF Size/Quantity: 347,000 SF
Installer shall have installed a minimum of 10 installations
of similar size and complexity in the past five years.
PROJECT EXPERIENCE
STATEMENT OF QUALIFICATIONS - PROJECT EXPERIENCE continued, PAGE 3
Project Name: Ostrom Road LF Cell 4 Phase 1 Project Name: Ostrom Road LF Cell 4 Phase 2
Project Location: Wheatland, CA Project Location: Wheatland, CA
Application Purpose: Ground Protection Application Purpose: Ground Protection
Start/Complete Dates: April 2019 - June 2019 Start/Complete Dates: Oct 2019 - April 2020
Owner: Recology Ostrom Road Owner: Recology Ostrom Road
Contact: Tom Stanton Contact: Tom Stanton
Phone: [phone] Phone: [phone]
Material Type/Thickness: GCL, 60 mil HDPE, Material Type/Thickness: GCL, 60 mil HDPE,
Geocomposite , 8oz, 12oz and 16oz Geotextiles Geocomposite , 8oz, 12oz Geotextiles
Size/Quantity: 1,360,000 SF Size/Quantity: 2,550,000 SF
Project Name: Victorville LF Phase 1B Stage 3 Project Name: Hwy 59 LF Phase 6B-1 Liner Exp.
Project Location: Victorville, CA Project Location: Merced, CA
Application Purpose: Ground Protection Application Purpose: Ground Protection
Start/Complete Dates: April 2019 –Oct 2019 Start/Complete Dates: Sep 2019 - Nov 2019
Owner: San Bernardino County (P.W) Owner: Merced County Regional Waste Authority
Contact: Garrett Lundy Contact: Kelly West
Phone: [phone] Phone: [phone]
Material Type/Thickness: GCL, 60 mil HDPE, Material Type/Thickness: GCL, 60 mil HDPE,
8oz, 12oz and 16oz Geotextiles 8oz, and 16oz Geotextiles
Size/Quantity: 3,500,000 SF Size/Quantity: 2,200,000 SF
Project Name: Neal Road LF - Base Liner Exp. Project Name: Western Elite Landfill Cells 9 & 10
Project Location: Paradise, CA Project Location: Alamo, NV
Application Purpose: Ground Protection Application Purpose: Ground Protection
Start/Complete Dates: July 2019 to Sep. 2019 Start/Complete Dates: January 2020 - Fed-2020
Owner: County of Butte Owner: Western Elite Inc.,
Contact: Spencer Mendez Contact: Sonny Boeckman
Phone: [phone] Phone: [phone]
Material Type/Thickness: GCL, 60 mil HDPE, Material Type/Thickness: 60 mil HDPE, 16oz Geo-
composite and 8oz Geotextiles Geotextile, Geocomposite
Size/Quantity: 1,100,000 SF Size/Quantity: 1,000,000 SF
INSTALLERS QUALIFICATONS
STATEMENT OF QUALIFICATIONS - PROJECT EXPERIENCE PAGE 4
Project Name: Crenshaw/LAX Transit Corridor Project Name: Magnum NGL's - Brine Pond
Project Location: Los Angeles, CA. Project Location: Delta, UT
Application Purpose: Underground Gas Mitigation Application Purpose: Brine Storage Reservoir
Start/Complete Dates: Oct. 2015 to Dec. 2019 Start/Complete Dates: May 2013 - October 2013
Owner: LA Co. Metropolitan Transportation Authority Owner: Magnum NGL's
Contact: Shemek Oginski Contact: Sam Quigley
Phone: [phone] Phone: [phone]
Material Type/Thickness: 100 mil, 60 mil HDPE, Material Type/Thickness: 60 mil Drain Liner,
GCL and Geotextiles 80 mil HST
Size/Quantity: 1,465,000 SF Size/Quantity: 13,660,600 SF
Project Name: Western Elite Landfill Name: Western Elite—Lake Williams
Project Location: Alamo, NV Project Location: Alamo, NV
Application Purpose: Cells 9-10 Application Purpose: Lake
Start/Complete Dates: January 2020 - Fed-2020 Start/Complete Dates: January 2020 - Fed-2020
Owner: Western Elite Inc., Owner: Western Elite Inc.,
Contact: Sonny Boeckman Contact: Sonny Boeckman
Phone: [phone] Phone: [phone]
Design Engineer: Joyce Engineering Design Engineer: Western Elite, Inc.
Material Type/Thickness: 60 mil HDPE, 16oz Material Type/Thickness: 60 mil HD
Geotextile, Geocomposite
Size/Quantity: 1,000,000 SF Size/Quantity: 500,000 SF
LICENSES & CERTIFICATIONS
STATEMENT OF QUALIFICATIONS - LICENSES & CERTIFICATIONS, PAGE 7
LICENSES
Alaska - License No. 37903
Arizona - License No. ROC268564 / Class L-5
California - License No. 894068 / Class A, D12, C27
California - License No. 1003207 / Class A, D12
Colorado - License No. 30177682
Hawaii - License No. 31195 / Class C55
Idaho - File Number C 194221
Idaho Public Works Contractors License No.013114-AA-4
Montana - Contractor Registration No. 159715
Nevada - License No. 0075527 / Class A22
New Mexico - License No. 367002 / Class GF03
North Dakota - License No. 44232 / Class A
Oregon - License No. 202860
Texas - File Number 801538591
Utah - License No. 7980196-5501 / Class S700
Washington - Registration No. EROSICA923N2 / UBI No. 602-835-630
Wyoming - Certificate of Authority
CERTIFICATIONS
California - Certified Small Business #1240120 CETCO Priority GCL Installer
AGRU Priority Installer (top tier) SOLMAX Certified Installer
SKAPS Certified Installer Liquid Boot Certified Installer
AVM Methane Barrier Certified Installer BROWZ Compliant #1C9BA
ISNETWORLD #400-179234 MSHA - Contractor ID #R050
AFFILIATIONS Please visit our website for further information www.ecapplications.com
INSURANCE BONDING
Garrett/Mosier/Griffith/Sistrunk Commercial Surety Bond Agency (CSBA)
(GMGS) Insurance Services Orange, California
Irvine, California License No. 0D72283
License No. OB84519 Contact: Daniel Huckabay
Contact: Griff Griffith, CPA, CIC Phone: [phone]
Phone: [phone]
DATE:
SUBMITTAL NO.: 23
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE: PHONE:
FAX: FAX:
E‐MAIL: E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
SUBMITTAL CONTROL FORM
October 28, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
GCL: Conceptual panel layout 1 Section 4.3 Subsection 4.3.03 B
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
ECApplications Rev 5/2016
DATE:
SUBMITTAL NO.: 24
PROJECT NUM.:
PROJECT NAME:
TO:FROM:
ATTN:
PHONE:PHONE:
FAX:FAX:
E‐MAIL:E‐MAIL:
WE ARE SUBMITTING THE ENCLOSED:
  SHOP DRAWINGS   CERTIFICATES OF COMPLIANCE   SAMPLES
  MATERIAL DATA   QC INFORMATION   OTHER
THESE ARE TRANSMITTED FOR:
  APPROVAL   INFORMATION   RESUBMIT
  AS REQUESTED   FOR REVIEW
SUBMITTAL CONTROL FORM
October 28, 2022
223147
TransJordan Landfill Phase F 
Final Cover 
Trans‐Jordan Cities EC Applications
Jason Turville Ruben Brito
P.O Box 95610 901 E. Orangethorpe Ave.
South Jordan, UT 84095 Anaheim, CA 92801
801‐801‐647‐3921 714‐921‐9848 X 102
801‐352‐0578 866‐475‐1225
[e-mail] [e-mail]
IF THE ABOVE VARIANCES ARE ACCEPTABLE, PLEASE CONFIRM IN WRITING WITHIN TEN (10) DAYS, OTHERWISE ECA WILL PROCEED PER 
THE PROPOSED VARIANCES.
ITEM 
NO.SUBMITTAL DESCRIPTION NO. OF 
COPIES
CONTRACT REFERENCE / 
SPECIFICATION SECTION / 
DRAWING SHEET NUMBER
GCL: Contractor shall supply the labels from the wrap on the 
outside of each roll of liner
1Section 4.3 Subsection 4.3.03 C
NOTE:
THE ABOVE SUBMITTED ITEMS HAVE BEEN REVIEWED IN DETAIL AND ARE CORRECT AND IN GENERAL CONFORMANCE WITH THE 
CONTRACT DRAWINGS AND SPECIFICATIONS EXCEPT AS OTHERWISE STATED.
Ruben Brito
ECApplications AUTHORIZED SIGNATURE
ECApplications Rev 5/2016
The following labels were received under separate submittal
after request,
IGES noted missing GCL roll labels and notified ECA on
12/7/22, labels were received later that day.
The following labels were received under separate submittal
after request,
IGES noted missing GCL roll labels and notified ECA on
12/7/22, labels were received on 12/14/22

APPENDIX C 

MEMORANDUM

To: Jason Turville
Trans-Jordan Landfill

From: Jared Hawes, P.E.
IGES, Inc.

Date: November 7, 2022
Subject: Trans-Jordan Landfill: Stage F Cover
Pre-construction Submittals

IGES has reviewed the Pre-construction submittals for the proposed Stage F Cover
Project at the Trans-Jordan Landfill. The submittals contained information from
ECApplications:

1. Geomembrane Resin Data
2. AGRU Statement on direct shear testing
3. MicroSpike® HDPE Liner Data Sheet
4. Smooth Liner® HDPE Data Sheet
5. Geomembrane Material Delivery, Storage and Handling Plan
6. ECApplications Installation Quality Control Manual and QC forms
7. Sample Geomembrane Product and Installation Warranty
8. Geomembrane Installation Schedule and Panel Layout
9. Geocomposite Material Specification Sheet
10. Geomemcomposite Installation Schedule and Panel Layout
11. Geocomposite Equipment and Staffing Plan
12. GCL Data Sheet
13. ECApplications GCL Installer Qualifications
14. GCL Installation Schedule and Panel Layout

ECApplications has proposed the use of preapproved geomembrane, geotextile and
GCL products. Based on the submittals, the resin utilized and materials to be
manufactured will be in compliance with the project specifications and production may
therefore be authorized.

IGES also takes no exception to the information presented in the manufacturing and
installation quality control manuals.

TransJordan Landfill
Stage F Cover, Submittal Review
Page 2
November 7, 2022

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: December 2, 2022
Subject: Trans-Jordan Landfill: Stage F Cover
Pre-construction Submittals

IGES has reviewed the Pre-construction submittals for the proposed Stage F Cover
Project at the Trans-Jordan Landfill. The submittals contained the following
Manufacturers Quality Control (MQC) information and test results supplied by
ECApplications:

 Submittal 2-Geomembrane Resin
 Submittal 3 Geomembrane Roll QC Certifications
 Submittal 21 GCL Quality Control Certifications

Based on Submittal 2, the manufactured resin is in compliance with the project
specifications. All other required information for resin has been provided.

Based on Submittal 3, the resin used in production of 30 rolls is in compliance with the
project specifications. All tested properties meet or exceed the requirements of project
specifications for 60-mil textured HDPE. Production QC and test data has been supplied
as required. Delivery, storage, handling and warranty information were provided
previously.

Based on Submittal 21, the 267 rolls of GCL are in compliance with project
specifications. All required properties and testing frequency reported meet or exceed the
requirements of project specifications.

IGES takes no exception to the MQC information presented for geomembrane or GCL in
the submittals and shipping may therefore be authorized.

TransJordan Landfill
Stage F Cover, Submittal Review
Page 2
November 30, 2022

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: December 13, 2022
Subject: Trans-Jordan Landfill: Stage F Cover
Pre-construction Submittals

IGES has reviewed the Pre-construction submittals for the proposed Stage F Cover
Project at the Trans-Jordan Landfill. The submittals contained the following
Manufacturers Quality Control (MQC) information and test results supplied by
ECApplications:

 Submittal 16-Geocomposite Quality Control Documentation

Based on Submittal 16, ECApplications is planning to use the preapproved
geocomposite (Skaps, Transnet 300-2-8) for the Stage F Cover. The Manufacturer
supplied QC test data meets or exceeds the minimum required values for this project.

IGES takes no exception to the MQC information presented for geomembrane in the
submittals and shipping 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: December 14, 2022
Subject: Trans-Jordan Landfill: Stage F Cover
Pre-construction Submittals

IGES has reviewed the Pre-construction submittals for the proposed Stage F Cover
Project at the Trans-Jordan Landfill. The submittals contained the following
Manufacturers Quality Control (MQC) information and test results supplied by
ECApplications:

 Submittal 2-1-Geomembrane Resin
 Submittal 3-4 Geomembrane Roll QC Certifications
 Submittal 24 GCL Roll Wrapping

Based on Submittal 2-1, the manufactured resin is in compliance with the project
specifications. All other required information for resin has been provided.

Based on Submittal 3, the resin used in production of 16 rolls (#’s 31-46) is in
compliance with the project specifications. All tested properties meet or exceed the
requirements of project specifications for 16 rolls 60-mil textured HDPE and two (2) rolls
of 100-mil smooth HDPE. Production QC and test data has been supplied as required.
Delivery, storage, handling and warranty information were provided previously.

Based on Submittal 24, and two subsequent submittals, all roll Wrap labels from the
initial GCL QC testing submittal have been provided.

IGES takes no exception to the MQC information presented for geomembrane in
submittals 2-1 and 3-4 and shipping may therefore be authorized. IGES also takes no
exception to submittal 24 for GCL.
TransJordan Landfill
Stage F Cover, Submittal Review
Page 2
December 14, 2022

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.

APPENDIX D 

APPENDIX E 

Subgrade Acceptance

APPENDIX F 

Daily Field Logs

Meeting Documentation

GCL Panel Placement 

HDPE Panel Placement

Tensiometer Calibration

HDPE Trial Weld Logs

Non-Destructive Testing

Destructive Testing

HDPE Repair Log

Geocomposite Placement 

Soil Placement 

Problem Identification/Corrective Action Reports 

APPENDIX G 

P40
P41
P42
P43
P44
P45
P46
P47
P48
P49
P50
P51
P52
P53
P54
P55
P56
P57
P58
P60
P61
P63
P64
P66
P67
P69
P70
P72
P73
P74
P76
P76A
P104
P106
P59
P65
P68
P71
P75
P105
P107
P62
P
8
4
P
9
5
P
9
7
P
8
3
P
8
2
P
8
1
P
8
0
P
7
9
P
7
8
P
7
7
P
8
4
P
8
5
P
8
6
P
8
8
P
8
9
P
9
2
P
9
1
P
9
0
P
8
7
P
9
4
P
9
6
P
9
9
P
9
8
P
1
0
0
P
1
0
1
P
1
0
2
P
1
0
3
P
1
0
P
9
P
8P
1
2
P
1
3
P
1
5
P
1
6
P
1
7
P
1
8
P
1
9
P
2
0
P
2
1
P
2
2
P
2
3
P
2
4
P
2
7
P
2
8
P
2
9
P
3
1
P
3
3
P
3
4
P
3
6
P
3
8
P
3
7
P
3
2
P
2
6
P
2
5
P
1
4
P
1
1
P
7
P
4
P
5
P
3 P
2
P
1
P
6
P
3
0
P
3
5
P
3
9

APPENDIX H 

     Photo Log 
 Trans Jordan Landfill Stage F Closure 

Trans Jordan Landfill Stage F cover installation project began on May 18, 2023 and was 
substantially complete on June 26, 2023.  The following photographs were taken at various times 
during the construction process to help document the cover installation.. 

Subgrade and Initial GCL Placement    Subgrade and Initial GCL Placement 

Subgrade Preparation (North Slope)    Gas Collection Well –GCL & HDPE boot 

2 

GCL and HDPE Installation     HDPE Seaming (June 1, 2023) 

HDPE Panel Installation (June 6, 2023)    HDPE Panel (West Slope, June 6, 2023) 

3 

HDPE Panel to Boot Connection    Extrusion weld to existing HDPE Cover 

Cover Progress toward South slope (Jue 12, 2023) Connection to existing cover and anchor trench  
SW Corner of Stage F Cover (June 21, 2023) 

4 

Drain net progress toward SE Corner of Stage F (June 23, 2023) 

Stage F Cover Area (Drone Aerial Image June 28, 2023). Synthetic cover complete, beginning of 
protective soil cover placement by TJL staff on north slope.