DSHW-2025-000414

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North Valley Landfill
Cell #3 Liner Installation
This document presents the project bid documents, contractor submittals and all associated field
Quality Assurance/Quality Control documents generated for the Cell #3 lined landfill at the North
Valley Landfill. The documents are generally presented in a chronological order from design,
contractor bid through construction.
Logan City awarded the Cell #3 liner installation contract to EC Applications, Incorporated. IGES
provided personnel to perform the field QA duties. Mobilization of equipment by the contractor
began on April 20, 2024 and the liner installation was substantially complete on May 18, 2024.
Section 1 – Project Bid Documents
Project drawings, construction specifications and QA/QC plan utilized on the North Valley Landfill
Cell #3 Liner Installation construction were prepared and released for bid on October 6, 2023.
Proposals for the Cell #3 work were due on October 19, 2023. 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 for
use. The material submittals from EC Applications are included as Appendix B – Material
Submittals. Submittals are listed by product starting with GCL, HDPE liner, and Geocomposite
(Drain Net).
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 product starting with GCL, HDPE liner,
and Geocomposite (Drain Net).
Section 3 – Material Acceptance (Shipping Documentation)
All material used in the construction of Cell #3 at the NVL was inspected once it was delivered to
the site. The material being delivered was compared to the list of materials that were formally
approved for use.

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The material acceptance documentation 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 #3 Quality Assurance / Quality Control Plan details the documentation
requirements for the field work associated Cell #3 construction. The Cell #3 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 field documentation collected during the construction.
Quality Assurance (QA) activities were performed by Josh Ritter (IGES) with support from Logan
City staff as needed; Quality Control (QC) duties were performed by EC Applications staff. The
field Quality Assurance (QA) documentation is included in Appendix E – QA Field Documentation
A. Subgrade Acceptance
Requirements:
Subgrade Acceptance
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
particular day should have be certified by the QC Inspector and approved by the QA
Inspector.
Status:
One Subgrade Acceptance form was signed by EC Application personnel and
countersigned by the QA inspector.

B. Daily Field Logs
Requirements:
Daily Field Log
Section 5.3.1 of the QA/QC plan details the documentation requirements regarding Daily
Field Logs. The Daily Field Log was the responsibility of the QA Inspector on days when

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liner components were deployed. In addition to the QA Daily Field Logs, EC Applications
completed daily logs.
Status:
11 Daily Field Logs were completed by QA personnel during the Cell #3 construction with
28 daily logs being completed by EC Applications the first log starting on April 20th and the
last one being completed on May 18th. EC Applications field logs are included for
completeness.
C. Daily Meeting Documentation
Requirements:
Meeting Documentation
Section 5.3.2 of the QA/QC plan details the documentation requirements regarding Daily
Meeting Documentation. The QA Inspector was to record the items discussed at the daily
meetings and distribute the form.
Status:
The Daily Field Logs served as the daily meeting documentation. Any meetings (daily,
weekly, or work deficiency) that needed additional documentation were recorded on a
Meeting Documentation form.
D. Cover Soil Inspection
Requirements:
Section 5.3.6 of the QA/QC plan details the documentation requirements regarding cover
soil inspection.
Soil Cover Inspection
Status:
Access roads were constructed over areas of the drain net. Cover soils were placed by
Logan City personnel over the course of several months. The final cover soils were
surveyed at the end of 2024 and showed that the protective cover soils exceeded three
feet in all areas with the perimeter of the bottom of Cell #3 having up to nine feet of

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soil. Areas with excessive cover soil will be graded over future liner as the waste is
placed in the cell.
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 GCL, HDPE, and Geocomposite was collected and recorded by EC
Applications on their forms and is included as Appendix F – QC Documentation.
E. HDPE Placement Logs
Requirements:
HDPE Panel Placement
Section 5.4.1 of the QA/QC plan details the documentation requirements regarding
HDPE Panel Placement.
Status:
Two pages of HDPE Panel Placement Logs were submitted to document the deployment
of 41 rolls of HDPE.
F. HDPE Trial Weld
Requirements:
HDPE Trial Welding
Section 5.4.2 of the QA/QC plan details the documentation requirements regarding
HDPE Trial Weld Logs.
Status:
Three pages of Preweld Test Reports (HDPE Trial Weld equivalent) were submitted to
document the HDPE destructive test results for each trial weld on each day that the liner
was deployed. 41 trial weld tests were performed with all tests exceeding the 120
pound/inch requirement.

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G. HDPE Panel Seaming
Requirements:
HDPE Panel Seaming
Section 5.4.3 of the QA/QC plan details the documentation requirements regarding
HDPE Panel Seaming Logs.
Status:
HDPE Panel Seaming documentation was recorded by EC Applications on their Seam
Control Form. Eight pages of Seam Control Forms were submitted to document each of
the HDPE seams on the Cell #3 liner.
H. HDPE Non-Destructive Testing
Requirements:
Section 5.4.4 of the QA/QC plan details the documentation requirements regarding
HDPE Non-Destructive Testing. Seams are required to be pressurized to between 25
and 35 pounds per square inch (PSI) of pressure and held for 5 minutes. A loss of more
that 4 PSI is considered to be a failed test.
Status:
The test results for the HDPE Non-Destructive Testing were documented by EC
Applications on their Seam Control Forms. Eight pages of Seam Control Forms
documented the non-destruct testing results for the Cell #3 HDPE liner. All non-
destructive air tests passed.
I. HDPE Destructive Testing
Requirements:
HDPE Destructive Testing
Section 5.4.5 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 78 pounds/inch when tested in Peel on extrusion welds.

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Status:
HDPE Destructive testing documentation of the HDPE seams was submitted by EC
Applications on their Destructive Sample Information form. Three pages of Destructive
Sample Information forms showing 38 destructive test result with all test results
meeting the 120 pounds/inch threshold.
J. HDPE Repair
Requirements:
HDPE Repair
Section 5.4.6 of the QA/QC plan details the documentation requirements regarding
HDPE Panel Repair Logs. Vacuum box tests shall be performed on all extrusion welds.
Apply soapy water solution to the seam area to be tested. The vacuum box, equipped
with a transparent viewing window, shall be centered over the seam area and a vacuum
of 3 pounds per square inch shall be 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:
Seven pages of Repair Logs showing 132 repairs were completed by EC Applications.
Repairs were made at all locations of destructive tests as well at locations of suspected
liner damage. All repairs were tested with the test results documented on the Repair
Report forms.
K. Problem Identification
Requirements:
Problem Identification and Corrective Action Report (Documented by QA Inspector, sent
to Engineer for resolution)
Section 5.5 of the QA/QC plan details the documentation requirements problem
identification.
Status:
No problems were identified during the Cell #3 Construction.
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Section 6 – As-Built Drawings and Certificates
As-Built Drawing
A copy of the Geomembrane As-Built Drawings is included in Appendix G – As Built Drawings
and Certificates. Certificates from EC Applications are included for the HDPE liner and
Geocomposite materials installed in Cell #3 Construction.
Section 7 – Quality Assurance / Quality Control Program Shortfalls
The Cell #3 construction documentation was performed as specified in the approved QA/QC with
no documentation missing.
Section 8 – Engineers Assessment
The construction of Cell #3 landfill cell at the North Valley Landfill was performed in accordance
with the Cell #3 plans, specifications and Quality Assurance / Quality Control (QA/QC) Plan.

APPENDIX A – BID PACKAGE

CITY OF LOGAN
LOGAN, UTAH

North Valley Landfill
Cell #3 Liner Installation

Contract Documents
and Specifications

October 6, 2023

City of Logan
Environmental Department
Logan, Utah
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CIVIL ENGINEER
Brett Mickelson, P.E.
IGES Inc.
[e-mail]
[phone] ex. 101

PROJECT MANAGER
Tyler Richards, P.E.
Logan City
[e-mail]
[phone]

PROJECT SPONSOR
Issa Hamud, P.E.
Logan City
Environmental Director
[e-mail]
[phone]

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TABLE OF CONTENTS

TABLE OF CONTENTS .................................................................................................................3
BID REQUEST ................................................................................................................................4
INSTRUCTIONS TO BIDDERS ....................................................................................................5
PROPOSAL .....................................................................................................................................8
BID SCHEDULE .............................................................................................................................9
MEASUREMENT AND PAYMENT ...........................................................................................10
CONTRACTOR QUALIFICATION FORM ................................................................................11
SCHEDULE FOR CONTRACT COMPLETION.........................................................................12
BID BOND ....................................................................................................................................13
NOTICE OF AWARD ...................................................................................................................15
CONTRACT FOR CONSTRUCTION .........................................................................................17
CITY OF LOGAN INSURANCE AND BOND REQUIREMENTS ...........................................24
PERFORMANCE AND PAYMENT BOND ................................................................................26
NOTICE TO PROCEED ...............................................................................................................29
CHANGE ORDER FORM ............................................................................................................30
NOTIFICATION OF PROJECT COMPLETION ........................................................................31
ATTACHMENTS: .........................................................................................................................32

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BID REQUEST

Sealed bids will be received by the City of Logan Purchasing Agent at City Hall, 290 North 100
West, until 2:00 p.m., October 19, 2023 for:

North Valley Landfill
Cell #3 Liner Installation

Bid opening will then be held in the City Hall Conference Room.
Specifications are available on the Logan City website and on file in the office of the Logan City
Purchasing Agent, 290 North 100 West, Logan, Utah, and copies may be obtained by
prospective bidders.

Contractors should be prepared to submit documentation with their PROPOSAL as outlined in
the INSTRUCTIONS FOR BIDDERS as a part of a Contractor Qualification Process.

A Bid Bond, or cashier's check for 5% of bid, payable to City of Logan, must accompany each
bid, along with a proposed SCHEDULE FOR CONSTRUCTION COMPLETION. Upon awarding of
the bid, a PAYMENT BOND and a PERFORMANCE BOND will be required for 100% of any bid
which exceeds $5,000.

Questions regarding bid, please contact: Tyler Richards at [e-mail].

The right is reserved by the City of Logan to reject any or all bids.

Dated this October 6, 2023.

Lori Mathys
Purchasing Agent
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INSTRUCTIONS TO BIDDERS

Bids will be received by the CITY OF LOGAN (herein called "Owner"), at 290 North 100
West, Logan, Utah until 2:00 PM On Thursday October 19, 2023 and then publicly opened and
read aloud at 3:00 p.m. that same day.

During the Bidding period, all questions pertaining to the project or bid must be
submitted in writing by 11:00 a.m. on Friday October 13, 2023 to Tyler Richards at
[e-mail]. The responses to these questions will be posted daily on the
City of Logan’s, Purchasing Division website. The website address is:
http://www.loganutah.org/government/departments/finance/purchasing/index.php

Each Bid must be submitted in a sealed envelope addressed to Purchasing Agent, City of
Logan, 290 North 100 West, Logan, Utah. Each sealed envelope should bear on the outside the
name of the project for which the bid is submitted. If forwarded by mail, the sealed envelope
containing the Bid must be enclosed in another envelope addressed to the owner at the
address above.

All Bids must be submitted on the required BID SCHEDULE. All blank spaces for unit
prices and total costs must be filled in, in ink or typewritten, and the BID SCHEDULE must be
fully completed showing the total of the bid and executed when submitted. Only one copy of
the Bid Schedule is required.

Any Bid may be withdrawn prior to the above scheduled time for the opening of bids or
authorized postponement thereof. The purchasing agent or her representative shall have
possession of the bids at the designated time and location. Any Bid en route, either in the mail
or at other locations in the City; will not be considered timely and will be returned unopened.
No Bidder may withdraw a Bid within 90 days after the actual date of the opening thereof.
Should there be reasons why the contract cannot be awarded within the specified period, the
time may be extended by mutual agreement between the Owner and the Bidder.

The Bidder shall submit as a part of their Bid the included CONTRACTOR QUALIFICATION
FORM outlining experience of the Bidder on similar projects over the past three (3) years. This
form will be used to help determine the qualifications of the Bidder. Any Bid which does not
include a CONTRACTOR QUALIFICATION FORM, shall be considered non-responsive and shall be
returned to the BIDDER without being read.

Owner reserves the right to reject any and all Bids, to waive any and all informalities not
involving price, time or changes in the Work and to negotiate contract terms with the
successful Bidder, and the right to disregard all nonconforming, nonresponsive or conditional
Bids. Also, Owner reserves the right to reject the Bid of any Bidder if Owner believes that it
would not be in the best interest of the Project to make an award to that Bidder, whether
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because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or
fails to meet any other pertinent standard or criteria established by the Owner.

Each BID must include a detailed SCHEDULE FOR CONSTRUCTION COMPLETION showing
the anticipated beginning date, the nature and sequence of construction activity including
SWPPP implementation, obtaining of building permits, and the approximate completion date.
The time to complete the work shall be less than or equal to the time allowed to complete the
work as shown on the PROPOSAL form, but shall not exceed the time allowed for completion as
shown on the PROPOSAL form. Any BID which does not include a SCHEDULE FOR
CONSTRUCTION COMPLETION shall be considered non-responsive and shall be returned to the
BIDDER without being read. If the TOTAL one or more BIDS submitted is within 5% of the lowest
submitted BID, the bid may be awarded to the BIDDER with the earliest start time and/or the
shortest, reasonable time for completion, as agreed upon by the Owner of the project.

Liquidated Damages are a part of this Contract. The only way to extend the completion
date for a project is by CHANGE ORDER. If the work is not completed by the completion dates
as set by the approved SCHEDULE FOR CONSTRUCTION COMPLETION submitted, or as adjusted
by CHANGE ORDER, Liquidated Damages will be imposed for every day, Sundays and City
observed holidays excluded, that the work proceeds past the completion date, including time to
complete the “Punch List” items.

Bidders must satisfy themselves of the accuracy of the estimated quantities in the BID
SCHEDULE by examination of the site and review of the Drawings and Specifications including
Addenda. After Bids have been submitted, the Bidder shall not assert that there was a
misunderstanding concerning the quantities of work or of the nature of the work to be done.

The Owner shall provide to Bidders prior to bidding, all information which is pertinent
to, and delineates and describes, the land owned and easements or rights-of way acquired or to
be acquired.

The Contract Documents contain the provisions required for the construction of the
project. Information obtained from an officer, agent, or employee of the Owner or any other
person shall not affect the risks or obligations assumed by the Contractor. All questions about
the meaning or intent of the Contact Documents are to be directed to the Project Manager.
Only questions answered by the formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.

Each Bid must be accompanied by a BID BOND payable to the Owner for five percent of
the total amount of the Bid. As soon as the bid prices have been compared, the Owner will
return the Bid Bonds of all except the three lowest responsible Bidders. When the Contract for
Construction is executed, the Bid Bonds of the two remaining unsuccessful Bidders will be
returned. The Bid Bond of the successful Bidder will be retained until the Payment Bond and
Performance Bond have been executed and approved, at which time it will be returned. A
certified check may be used in lieu of a Bid Bond.
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Attorneys-in-fact who sign Bid Bonds or Payment Bond and Performance Bond must file
with each Bond a certified and effective dated copy of their power of attorney.

The party to whom the Project is awarded will be required to execute the CONTRACT
FOR CONSTRUCTION and obtain the PERFORMANCE BOND AND PAYMENT BOND and PROOF
OF INSURANCE within the (10) calendar days from the date when NOTICE OF AWARD is
delivered to the Bidder. The NOTICE OF AWARD shall be accompanied by the necessary
CONTRACT FOR CONSTRUCTION and Bond forms. In case of failure of the Bidder to execute the
CONTRACT FOR CONSTRUCTION, the Owner may at his option consider the Bidder in default, in
which case the BID BOND accompanying the Proposal shall become the property of the Owner.

The Owner within sixty days of receipt of acceptable PERFORMANCE BOND, PAYMENT
BOND and CONTRACT FOR CONSTRUCTION signed by the party to whom the Contract was
awarded shall sign the Contract and return to such party an executed duplicate of the Contract.
Should the Owner not execute the Contract within such period, the Bidder may by written
notice withdraw his signed Contract. Such notice of withdrawal shall be effective upon receipt
of the notice by the Owner.

The NOTICE TO PROCEED shall be issued within ten (10) calendar days of the execution
of the CONTRACT FOR CONSTRUCTION by the Owner. Should there be reasons why the NOTICE
TO PROCEED cannot be issued within such period; the time may be extended by mutual
agreement between the Owner and Contractor. If the NOTICE TO PROCEED has not been
issued within the ten (10) day period or within the period mutually agreed upon, the Contractor
may terminate the Contract without further liability on the part of either party.

The Owner may make such investigations as the Owner deems necessary to determine
the ability of the Bidder to perform the work, and the Bidder shall furnish to the Owner all such
information and data the Owner may request. The Owner may reject any Bid if the evidence
submitted, or an investigation of such Bidder fails to satisfy the Owner that the Bidder will
complete the work contemplated therein or if Bidder fails to furnish requested information.

A conditional or qualified Bid will not be accepted.

Award will be made according to Logan City Municipal Code.

All applicable laws, ordinances, and rules and regulations of all authorities having
jurisdiction over construction of the Project shall apply to the Contract throughout.

Each Bidder is responsible for inspecting the site and for reading and being thoroughly
familiar with the Contract Documents, including SPECIAL PROVISIONS and the CITY OF LOGAN
STANDARDS AND SPECIFICATIONS. The failure or omission of any Bidder to do any of the
foregoing shall in no way relieve any Bidder from any obligation in respect to his Bid.
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PROPOSAL

Bids will be received at the office of the Purchasing Agent of the City of Logan, at 290
North 100 West, Logan, Utah.

Dear Sir:

The undersigned, after having personally and carefully examined the Plans, Specifications,
Quality Assurance/Quality Control Plan, and location which are a part hereof, proposes and
agrees to furnish all materials, labor, equipment, and transportation necessary to install ready
for service and to the satisfaction of the City Engineer for Logan City, in accordance with the Plans
and Specifications which are a part hereof, all items included in the North Valley Landfill Cell #3
Liner Installation in consideration of the unit prices totaling to the lump sum of
$____________________ and further agree to complete the work within the time specified in
the SCHEDULE FOR CONTRACT COMPLETION after being notified by the Engineer to commence
the work. Contractor further agrees to pay as liquidated damages, the sum of $___1000.00_ for
each consecutive day thereafter as provided in the General Conditions.

It is understood that the quantities stated are approximate only and are for the purpose of
comparing Bids and fixing the amount of Bonds, and the payments will only be made on the basis
of the above unit prices of the actual quantities, as determined by the Owner's Engineer in the
completed work. It is further understood that the quantities will be increased or decreased as
necessary to maximize the benefit of the existing budgets.

It is hereby agreed that The City of Logan has the right to reject this proposal or to award the
work to the undersigned at the sum stipulated, if action is taken within thirty (30) days after
opening of Bids.

The Contractor hereby acknowledges receipt of the following Addenda:

_____________________ _____________________________
Date
_____________________________

_____________________________

_____________________________
Contractor
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BID SCHEDULE

PROJECT:
North Valley Landfill Cell #3 Liner
Installation

NOTE: Bidder agrees to perform all the work described in the CONTRACT DOCUMENTS for the following
unit prices. Bid prices shall include sales tax and all other applicable taxes and fees.

ITEM UNIT ITEM
NO. DESCRIPTION UNIT QUANTITY PRICE PRICE
1 Excavate and Backfill Anchor Trench ft 1,850
2 Expose Existing Liner ft 1,250
3 Install Reinforced GCL sf 433,900
4 Install Textured 60-mil HDPE Liner sf 433,900
5 Install Drain Net sf 221,300

TOTAL PRICE $

COMPANY NAME

SIGNATURE OF PREPARER

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MEASUREMENT AND PAYMENT

Item No. 1 : Excavate and Backfill Anchor Trench: The unit price to be paid for this item
shall be considered compensation in full for all labor and equipment necessary to excavate the
anchor trench utilized for liner installation as approved by the Project Manager. It shall also
include all costs for backfilling and compaction of anchor trench soils once liner components
are installed. This item shall be measured and paid on a linear foot basis.

Item No. 2 : Cut existing Drain Net (where Drain Net is present) to Expose Liner: The unit
price to be paid for this item shall be considered compensation in full for all labor and
equipment necessary to cut the existing drain net to expose the HDPE. Cutting of the existing
drain net to expose the existing HDPE liner material will need to be done with methods that do
not damage the existing HPDE. It shall also include all costs for cleaning the exposed HPDE to
render it adequate for extrusion welding of new liner. This item shall be measured and paid on
a linear foot basis.

Item No. 3 : Install Reinforced GCL: The unit price to be paid for this item shall be considered
compensation in full for all labor, materials and equipment necessary to place the reinforced
GCL as approved by the Project Manager. Material placement and construction documentation
is as indicated in the QA/QC Plan. This item shall be measured and paid on a per square foot
basis.

Item No. 4 : Install 60-mil HDPE: The unit price to be paid for this item shall be considered
compensation for all labor, materials, and equipment necessary to place 60-mil HDPE liner
material as approved by the Project Manager. Material placement and construction
documentation is as indicated in the QA/QC Plan. This item shall be measured and paid on a
per square foot basis.

Item No. 5 : Install Drain Net: The unit price to be paid for this item shall be considered
compensation in full for all labor, materials and equipment necessary to place Drain Net as
approved by the Project Manager. This item shall be measured and paid on a per square foot
installed basis.

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CONTRACTOR QUALIFICATION FORM

(List similar projects by the Contractor over the past three (3) years)

NAME / DATE OF
PROJECT
DOLLAR
AMOUNT OF
PROJECT
OWNER REFERENCE
(NAME AND TELE NO.)
INVOLVEMENT OR
ROLE IN PROJECT
COMPLETION
ON TIME WITHIN BUDGET

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SCHEDULE FOR CONTRACT COMPLETION

TO BE COMPLETED BY CONTRACTOR

THIS MUST BE A GANTT CHART SHOWING SEQUENCING AND CRITICAL PATHS

COMPLETION DATE OF JUNE 21, 2024

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BID BOND

KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
as Principal, and as Surety, are hereby held and firmly bound unto
as OWNER in the penal sum of for the payment of
which, well and truly to be made, we hereby jointly and severally bind ourselves, successors,
and assigns. Signed, this day of , 20 . The Condition of
the above obligation is such that whereas the Principal has submitted to
a certain BID, attached hereto and hereby made a part hereof to enter into a contract in
writing, for the
North Valley Landfill
Cell #3 Liner Installation

NOW, THEREFORE,
(a) If the BID shall be rejected, or
(b) If said BID shall be accepted and the Principal shall execute and deliver a contract
in the Form of Contract attached hereto (properly completed in accordance with said
BID) and shall furnish a BOND or bonds for his faithful performance of said contract, and
for the payment of all persons performing labors and furnishing materials in connection
therewith, and shall in all other respects perform the agreement created by the
acceptance of said BID.
then this obligation shall be void, otherwise the same shall remain in force and effect; it being
expressly understood and agreed that the liability of the Surety for any and all claims hereunder
shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for
value received, hereby stipulates and agrees that the obligations of said Surety and its BOND
shall be in no way impaired or affected by any extension of the time within which
the OWNER may accept such BID; and said Surety does hereby wave notice of any such
extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals,
and such of them as are corporations have caused their corporate seals to be hereto affixed
and these presents to be signed by their proper officers, the day and year first set forth above.
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(L.S.)
Principal

Surety

By:

IMPORTANT - Surety companies executing BONDS must appear on the Treasury Department’s
most current list (Circular 570 as amended) and be authorized to transact business in the state
where the project is located.
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NOTICE OF AWARD

TO:

PROJECT DESCRIPTION: North Valley Landfill Cell #3 Liner Installation
The Owner has considered the Bid submitted by you for the above described work and you are
hereby notified that your bid has been accepted for items in the amount of $ .

You are required by the Instructions for Bidders to execute the Contract for Construction and
furnish the required Contractor’s Performance Bond, Payment Bond and certificates of
insurance within ten (10) calendar days from the date of this Notice to you.

If you fail to execute said Contract and to furnish said Bonds within ten (10) days from the date
of this Notice, said Owner will be entitled to consider all your rights arising out of the Owner’s
acceptance of your Bid as abandoned and as forfeiture of your Bid Bond. The Owner will be
entitled to such other rights as may be granted by law.

You are required to return an acknowledged copy of this Notice of Award to the Owner.

The instructions in Paragraph 2.5 of Section 00 72 00 of the APWA Manual of Standard
Specifications are expected to be complied with as part of this project. This information is
included as Attachment A.

Dated this , 2023.

Owner: City of Logan, Utah

By:
Title:

ACCEPTANCE OF NOTICE
Receipt of the above Notice of Award is hereby acknowledged.

This day of , 2023.

By:

Title:

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APWA Manual of Standard Specifications
2007 Edition

Section 00 72 00

Paragraph 2.5

2.5 BEFORE STARTING CONSTRUCTION
A. In General: Before starting each part of the Work, CONTRACTOR shall carefully study and compare the Contract
Documents and check and verify pertinent figures shown thereon and all applicable field measurements.
CONTRACTOR shall promptly report in writing to Project Manager any conflict, error or discrepancy that
CONTRACTOR may discover and shall obtain a written interpretation or clarifications from Project Manager before
proceeding with any work affected thereby.

B. Submittals: Within 10 Days after the Effective Date of the Construction Contract, CONTRACTOR shall submit to
Project Manager, in reasonable detail and form acceptable to Project Manager, copies of the following documents.

1. Preliminary Progress Schedule: The preliminary progress schedule shall show starting and completion dates for
each construction sequence and:

a. submittal dates and dates required for approved submittals for shop drawings, product data and samples;
b. decision dates for products specified by allowances, selection of finishes and critical material or equipment
release orders;
c. product procurement and delivery dates;
d. holiday cleanup preparations, And
e. specific dates for all special Inspections required prior to any utilities "turn-on" including temporary power.

2. Preliminary Shop Drawing Schedule: A supplemental schedule to the preliminary progress schedule shall show
all Shop Drawing submissions required for the Work.

3. Preliminary Schedule of Values: The preliminary schedule of values (for Lump Sum Work), which includes
provisions set forth in quantities and prices of items aggregating the Contract Price, shall subdivide the Work into
component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices
will include an appropriate amount of overhead and profit applicable to each item of work. Bond expense shall not
be prorated, but shall be shown as a separate item.

4. Mobilization Program: The site mobilization program shall allow for field office and trailer locations, material
storage locations, power requirements for trailers, if any, and sanitary facilities.

5. Permits: The listing of, and photocopies of permits that the CONTRACTOR is required to purchase and maintain
in accordance with Article 6.7.

6. Quality Control Program: The written program for the control of product quality and workmanship.

7. Safety and Protection Plan: The safety and protection plan shall comply with Article 6.12.

C. Field Office: When specified, the CONTRACTOR shall establish and maintain a field office in such a location that
ENGINEER may always contact CONTRACTOR for transmittal of Plans, instructions and dissemination of Project
information. Unless waived by Project Manager, CONTRACTOR shall provide and maintain a telephone and
facsimile machine in the field office during work performance.
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CONTRACT FOR CONSTRUCTION

This Contract is by and between The City of Logan (hereinafter called the OWNER) and
(hereinafter called CONTRACTOR). OWNER and CONTRACTOR,
in consideration of the mutual covenants hereinafter set forth, agree as follows:
ARTICLE 1 – THE PROJECT
1.01 The Project for which the Work under the Contract Documents shall apply is generally
described as follows:
Liner installation for Cell #3 at the North Valley Landfill. Work includes installation of reinforced GCL,
60-mil HDPE liner, and Drain Net to serve as a liner system for a municipal solid waste landfill. Work
includes the excavation and backfill of required anchor trenches.
ARTICLE 2 – WORK
2.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents for
completion of the project.
ARTICLE 3 – ENGINEER
3.01 The ENGINEER, unless otherwise indicated in the Contract Documents, shall be IGES, Inc.
ARTICLE 4 – CONTRACT TIMES
4.01 Time of the Essence:
A. All time limits for Milestones, if any, Substantial Completion, and completion and
readiness for final payment as stated in the Contract Documents are of the essence of the
Contract.
4.02 Dates for Substantial Completion and Final Payment:
A. The Work will be substantially completed on or before June 21st , 2024, and completed
and ready for final payment in accordance with the General Conditions.
4.03 Liquidated Damages:
A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and the
OWNER will suffer financial loss if the Work is not completed within the times specified
in paragraph 4.02, plus any extensions thereof allowed in accordance with the General
Conditions. The parties also recognize that it will be impracticable to determine actual
damages which OWNER will sustain in the event of or by reason of the delay.
Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as
liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER
$1,000 for each day that expires after the specified time in paragraph 4.02 for substantial
completion until the Work is substantially complete. After substantial completion, if
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CONTRACTOR shall neglect, refuse, or fail to complete the remaining Work within the
contract time or any proper extension thereof granted by OWNER, CONTRACTOR shall
pay OWNER $1,000 for each day that expires after the time specified in paragraph 4.02
for completion and readiness for the final payment until the Work is completed and
ready for final payment. It is further agreed that the amount stipulated for liquidated
damages per day of delay is a reasonable estimate of the damages that would be
sustained by OWNER, and CONTRACTOR agrees to pay such liquidated damages as
herein provided. In case the liquidated damages are not paid, CONTRACTOR agrees that
OWNER may deduct the amount thereof from any money due or that may become due
to CONTRACTOR by progress payments or otherwise under the Agreement, or if said
amount is not sufficient, recover the total amount.
ARTICLE 5 – CONTRACT PRICE
5.01 OWNER shall pay CONTRACTOR FOR COMPLETION OF THE Work in accordance with the
Contract Documents an amount in current funds equal to the sum of the amounts determined
pursuant to paragraph 5.01.A below:
A. For all Work, the sum of:
$
(use words) (use figures)
ARTICLE 6 – PAYMENT PROCEDURES
6.01 Submittal and Processing of Payments:
A. CONTRACTOR shall submit Applications of Payment in accordance with the General
Conditions. Applications for Payment will be processed by Project Manager as provided in the
General Conditions.
6.02 Progress Payments; Retainage:
A. OWNER shall make progress payments on account of the Contract Price on the basis of
CONTRACTOR’s Applications for Payment once each month during performance of the Work as
provided in paragraphs 6.02.A.1 and 6.02.A.2 below. All payments will be made based on the
percentage of job completion, and will be verified by Project Manager prior to invoicing:
1. Prior to Substantial Completion, progress payments will be made in an amount equal
to the percentage indicated below but, in each case, less the aggregate of payments
previously made and less such amounts as Project Manager may determine or
OWNER may withhold, in accordance with the General Conditions:
a. The OWNER will pay the CONTRACTOR a progress payment on the basis of the
approved partial payment estimate submitted by the CONTRACTOR and
verified by the Project Manager, including any approved Change Orders, but
will not hold retainage.
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2. Upon Substantial Completion of the project, the OWNER will pay to 95 percent of the
revised contract amount including any approved Change Orders.
6.03 Final Payment
A. When all items on any generated ‘Punch’ or Completion List have been completed, the
OWNER will pay the remaining 5 percent of the revised contract amount within 30 days of
notification to the OWNER in writing by the CONTRACTOR that all items have been
completed. The OWNER shall verify that all items have been completed before final
payment is made.
ARTICLE 7 – INTEREST
7.01 All moneys not paid when due as provided in the General Conditions shall bear interest at the
same rate that OWNER’s funds accrue interest in the State’s treasury account.
ARTICLE 8 – CONTRACTOR’S REPRESENTATIONS
8.01 In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following
representations:
A. CONTRACTOR has examined and carefully studied the Contract Documents and the other
related data identified in the Bidding Documents.
B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the
general, local, and Site conditions that may affect the cost, progress, and performance of
the Work.
C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and
Regulations that may affect cost, progress, and performance of the Work.
D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface
conditions at or contiguous to the Site and all drawings of physical conditions in or
relating to existing surface or subsurface structures at or contiguous to the Site (except
Underground Facilities) which have been identified in the Supplementary Conditions as
provided in the General Conditions and (2) reports and drawings of a Hazardous
Environmental Condition, if any, at the Site which is identified in the Supplementary
Conditions as provided in the General Conditions..
E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having
done so) all additional or supplementary examinations, investigations, explorations,
tests, studies, and data concerning conditions (surface, subsurface, and Underground
Facilities) at or contiguous to the Site which may affect cost, progress, or performance of
the Work or which relate to any aspect of the means, methods, techniques, sequences,
and procedures of construction to be employed by CONTRACTOR, including applying the
specific means methods, techniques, sequences, and procedures of construction, if any,
expressly required by the Contract Documents to be employed by CONTRACTOR, and
safety precautions and programs incident thereto.
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F. CONTRACTOR does not consider that any further examinations, investigations,
explorations, tests, studies or data are necessary for the performance of the Work at the
Contract Price, within the Contract Times, and in accordance with the other terms and
conditions of the Contract Documents.
G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and
others at the Site that relates to the Work as indicated in the Contract Documents.
H. CONTRACTOR has correlated the information known to CONTRACTOR, information and
observations obtained from visits to the Site, reports and drawings identified in the
Contract Documents, and all additional examinations, investigations, explorations, tests,
studies, and data with the Contract Documents.
I. CONTRACTOR has given Project Manager written notice of all conflicts, errors,
ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract
Documents, and the written resolution thereof by Project Manager is acceptable to
CONTRACTOR.
J. CONTRACTOR agrees to register and participate in the Status Verification System to
verify the work eligibility status of the CONTRACTOR's new employees that are employed
in the state as set forth in Utah Code Section 63G-12-302. Each contractor or
subcontractor who works under or for another contractor shall certify to the main
contractor by affidavit that the contractor or subcontractor has verified through the
Status Verification System the employment status of each new employee of the
respective contractor or subcontractor.
K. The Contract Documents are generally sufficient to indicate and convey understanding of
all terms and conditions of performance and furnishing of the work.
ARTICLE 9 – CONTRACT DOCUMENTS
9.01 Contents:
A. The Contract Documents consist of the following:
1. Instructions to Bidders
2. Bid Bond
3. This Agreement
4. Performance Bond
5. Payment Bond
6. General Conditions, Document 00 72 00 of the APWA Manual of Standard
Specifications, 2007 Edition, as modified herein.
7. Material Specifications – Attachment A
8. QA/QC Plan – Attachment B
9. Construction Plans – Attachment C
10. Addenda (numbers to , inclusive)
11. Insurance and Bond Requirements
12. Exhibits to this Agreement (enumerated as follows):
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a. Proposal
b. Bid Schedule
c. Schedule of Values (for Lump Sum Bid)
d. Measurement and Payment
e. Schedule of Project Completion
f. Contractor Qualification Form
g. Certificate of Insurance, approved by OWNER’s Risk Management Division
13. The following which may be delivered or issued on or after the Effective Date of
the Agreement and are not attached hereto:
a. Notice of Award
b. Notice to Proceed
c. Written Amendments
d. Change Orders
e. Field Orders
B. There are no Contract Documents other than those listed above in this Article 9.
C. The Contract Documents may only be amended, modified or supplemented as provided in
the General Conditions.
ARTICLE 10 – MISCELLANEOUS
10.01 Terms:
Terms used in this Agreement will have the meanings indicated in the General Conditions
10.02 Assignment of Contract:
No assignment by a party hereto of any rights under or interests in the Contract will be
binding on another party hereto without the consent of the party sought to be bound; and
specifically but without limitation, moneys that may become due and moneys that are due
may not be assigned without such consent (except to the extent that the effect of this
restriction may be limited by law), and unless specifically stated to the contrary in any
written consent to an assignment, no assignment will release or discharge the assignor
from any duty or responsibility under the Contract Documents.
10.03 Successors and Assigns:
OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal
representatives to the other party thereto, its partners, successors assign and legal
representatives in respect to all covenants, agreements, and obligations contained in the
Contract Documents.
10.04 Termination for OWNER’s Convenience:
A. Upon ten (10) days’ written notice to Contractor, 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 payment amounts or work
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items):

1. completed and acceptable Work executed prior to the effective date of
termination, in accordance with the payment provisions of the Contract Documents;
provided, however, that no completed work items shall be paid on a cost-plus basis;

2. reasonable 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 or unacceptable Work
(but only those portions of the unacceptable Work that are acceptable and
Contractor shall not be entitled to any compensation for any portions of the Work
which are unacceptable), plus fair and reasonable sums for overhead and profit on
such expenses; provided, however, that Contractor shall not be entitled to additional
compensation for Work items paid under subparagraph 10.04 A.1. above;

3. costs incurred in settlement of terminated contracts with Subcontractors,
Suppliers, and others; provided, however, that Contractor shall not be entitled to
additional compensation for Work items paid under subparagraphs 10.04 A.1. and 2.
above; and

4. reasonable expenses directly attributable to termination; provided, however, that
Contractor shall not be entitled to additional compensation for Work items paid
under subparagraphs 10.04 A. 1., 2. and 3. above.

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. Termination under
this Subparagraph 10.04 shall not entitle Contractor to compensation on a cost-plus basis
except for items paid under Subparagraph 10.04 A. 2. above.

C. This Article 10.04 shall amend the General Conditions, Document 007200 referenced
in Article 9.01 A. 6. by replacing the “Termination for Owner’s Convenience” clause contain
in 15.2 F. therein.
10.05 Severability:
Any provision or part of the Contract Documents held to be void or unenforceable under
any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue
to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract
Documents shall be reformed to replace such stricken provision of part thereof with a valid
and enforceable provision that comes as close as possible to expressing the intention of
the stricken provision.
10.06 Guarantee Period
The CONTRACTOR agrees to indemnify and save harmless the OWNER from any and all
defects appearing or developing in the workmanship or materials performed or furnished
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under the Contract for a period of one (1) year after the date of the written notice from
the Project Manager recommending final acceptance of the entire project by the OWNER.
10.07 Counterparts:
This Agreement may be executed in counterparts, each of which shall be deemed an original
but all of which shall constitute on and the same instrument.
IN WITNESS WHEREOF, the Parties have duly caused this Agreement to be executed on their
respective behalves.
This Agreement will be effective on , 20___.
OWNER: CONTRACTOR:

By: By:
Attest: Attest:
Address for giving notices: Address for giving notices:

END OF DOCUMENT
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CITY OF LOGAN INSURANCE AND BOND REQUIREMENTS

FOR: NVL Cell #3 Liner Installation – Spring / Summer 2024

The Contracting party shall procure and maintain for the duration of the contract insurance and bonds
against claims or liability which arises out of or in connection with the performance of the work
hereunder by the Contracting party, his agents, representatives, employees or subcontractors. The cost
of such insurance and bonds shall be included in the Contracting party's bid or proposal.

A. MINIMUM LIMITS OF INSURANCE

Contracting party shall maintain limits not less than:

1. GENERAL LIABILITY: $2,000,000 combined single limit per occurrence, personal injury and
property damage, $3,000,000 aggregate. Broad Form Commercial General Liability is required.
(ISO 1993 or better) to include Products - Comp/OP aggregate of $2,000,000. Limits to apply to
this project individually.

2. PROFESSIONAL LIABILITY: Not applicable to this project.

3. AUTOMOBILE LIABILITY: $2,000,000 per occurrence. "Any Auto" coverage is
required.

4. WORKERS' COMPENSATION and EMPLOYERS LIABILITY: Workers' Compensation statutory
limits as required by the Workers Compensation Act of the State of Utah and Employers Liability
limits at a minimum of $100,000 per occurrence.

5. PAYMENT and PERFORMANCE BONDS: Contracting party shall provide payment and
performance bonds in a form acceptable to the City and in the full amount of the contract.

6. CONTRACTORS' POLLUTION LIABILITY: Contractor shall maintain Pollution Liability insurance
covering liability for bodily injury, property damage, and environmental damage resulting from
pollution and related cleanup and restoration costs incurred, all arising out of the work or
services to be performed under the contract. Limits not less than $2,000,000 per occurrence and
$3,000,000 policy aggregate shall be provided."

B. ACCEPTABILITY OF INSURERS

Insurance and bonds are to be placed with insurers admitted in the State of Utah with an A. M.
Best rating of not less than A-: IX, and in the limits as listed in this document, unless approved by
the City’s Risk Manager, or his designee, a minimum of five (5) business days prior to bid or
proposal deadline.

C. DEDUCTIBLES AND SELF-INSURED RETENTIONS

Any deductibles or self-insured retention exceeding 5% of the policy limits must be declared to
and approved by Logan City. At the option of Logan City, either (1) the insurer may be required
to reduce or eliminate such deductibles or self-insured retention as respects Logan City, its
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officers, officials and employees; or (2) the Contracting party may be required to procure a bond
guaranteeing payment of losses and related investigations, claim distribution and defense
expenses.

D. NOTICE OF INCIDENT OR ACCIDENT

Contracting party shall agree to promptly disclose to Logan City, all incidents or occurrences of
accident, injury, and/or property damage covered by the insurance policy or policies.

E. OTHER INSURANCE PROVISIONS

The policies are to contain, or be endorsed to contain, the following provisions:

I. General Liability, Automobile Liability and Contractors’ Pollution Liability Coverages

A. Logan City, its officers, officials, employees and volunteers are to be covered as
additional insureds as respects: liability arising out of activities performed by or on
behalf of the contracting party; products and completed operations of the Contracting
party; premises owned, leased, hired or borrowed by the Contracting party. The
coverage shall contain no special limitations on the scope of protection afforded to
Logan City, its officers, officials, employees or volunteers.

B. The Contracting party's insurance coverage shall be a primary insurance as respects to
Logan City, its officers, officials, employees and volunteers. Any insurance or
self-insurance maintained by Logan City, its officers, officials, employees or volunteers
shall be in excess of the Contracting party's insurance and shall not contribute with it.

C. Any failure to comply with reporting provisions of the policies shall not affect
coverage provided to Logan City, its officers, officials, employees or volunteers.

D. The Contracting party's insurance shall apply separately to each insured against
whom claim is made or suit is brought, except with respects to the limits of the insurer's
liability.

F. VERIFICATION OF COVERAGE

Contracting party shall furnish Logan City with certificates of insurance and with original
endorsements effecting coverage required by this clause. The certificates and endorsements
are to be signed by a person authorized by that insurer to bind coverage on its behalf. The
certificates and endorsements are to be on forms acceptable to Logan City before work
commences. Logan City reserves the right to require complete, certified copies of all required
insurance policies, with all endorsements, at any time.

G. SUBCONTRACTORS

Contracting party shall include all subcontractors as insureds under its policies or shall furnish
separate certificates and endorsements for each subcontractor. All coverages for
subcontractors shall be subject to all of the requirements stated herein.
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PERFORMANCE AND PAYMENT BOND

KNOW ALL MEN BY THESE PRESENTS, that we , as
Principal, and , a corporation duly authorized to do a
general surety business in Utah, as Surety, are jointly and severally held and bound
unto
Hereinafter called the Obligee, in the sum of
dollars ($ ). for the payment of which we jointly and severally bind ourselves,
our heirs, executors, administrators, successors and assigns, firmly by these presents:

THE CONDITION OF THIS BOND IS SUCH THAT
WHEREAS, the Principal herein entered into a Contract with Obligee dated , 20 , which
Contract includes and consists of Advertisement for Bids, Information for Bidders, Proposal,
Special Provisions, General Conditions, Contract for Construction, Specifications and Plans, all of
which are hereinafter referred to as Contract Documents and are attached hereto and made a
part hereof and pursuant to the terms and conditions of all of which Principal has undertaken
to perform all labor and to furnish all material, tools, and equipment of every kind and nature
necessary or required in accordance with the terms and conditions set forth in said Contract
Documents, and has undertaken to make payment promptly for all such labor (including all
sums required to be paid by the laws of the State of Utah for the benefit and welfare of all
workers, including workmen’s compensation and unemployment security), all taxes of every
kind and nature, and for all materials and services furnished or rendered pursuant to such
Contract: and,
WHEREAS, said Principal has agreed to save the Obligee harmless from any claim for damages
and injury to property or persons arising by reason of said work, as set out more fully in said
Contract Documents, and to do and perform all things in said Contract Documents required in
the time and manner and under the terms and conditions therein set forth, and in conformity
with all laws, State and National, applicable thereto.
NOW, THEREFORE, if the Principal shall promptly make payment to all persons supplying labor
and material to Principal or to any subcontractor in the prosecution of the work provided for,
26 of 104

and shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions,
and agreements of said Contract during the original term of said Contract and any extensions
thereof that may be granted by the Obligee, with or without notice to the Surety, and shall also
well and truly perform and fulfill all the undertakings, covenants, terms, conditions, and
agreements of any and all duly authorized modifications of said Contract that may hereafter be
made to Principal and/or to subcontractors, or their assigns, and shall, commencing with the
date hereof and continuing for one (1) year after the complete performance of the Contract
and the final settlement thereof, save harmless the Obligee, its officers and agents, from all
claims therefore, or from any claim for damages or injury to property or persons arising by
reason of said work; and shall, in the time and manner and under the terms and conditions
prescribed, well and faithfully do, perform, and furnish all labor, materials, and things as by it in
said Contract undertaken and as by law, State and National, prescribed, then this obligation
shall be void, but otherwise it shall remain in full force and effect.
PROVIDED HOWEVER, that this Bond is subject to the following further conditions:
a) All material suppliers, and all persons who shall supply such laborers, mechanics,
or subcontractors with material, supplies, or provisions for carrying on such work, shall have a
direct right of action against the Principal and Surety on this Bond, second only to the right of
the Obligee under this Bond, which right of action shall be asserted in proceedings instituted in
the appropriate court of the State of Utah and insofar as permitted by the law of Utah, such
right or action shall be asserted in a proceeding firm, or corporation instituting such action and
of all persons, firms, or corporations having claims thereunder, and any other person, firm, or
corporation having a claim hereunder shall have the right to be made a party to such
proceeding, but not later than one (1) year after, the complete performance of said Contract
and final settlement thereof and to have such claim adjudicated in such action and judgement
rendered thereon.
b) In no event shall the Surety be liable for a greater sum than the penalty of this
Bond, or subject to any suit, action, or proceeding thereon that is instituted later than one (1)
year after the complete performance of said Contract and final settlement thereof.
c) The said Surety, for value received, hereby stipulates and agree that no change,
extension of time, alteration, or addition to the terms of the contract or to the work to be
27 of 104

performed thereunder or the Specifications accompanying the same shall in any way affect its
obligations on this Bond, and it does hereby waive notice of any such change, extension of
time, alteration, or addition to the terms of the Contract or to the work or to the Specifications.
IN WITNESS WHEREOF, the parties hereto have caused this Bond to be executed in
, this day of , 20 .

(Seal)

(Seal)

(Seal)
Principal

Witnesses:

(Seal)

(Seal)

(Seal)
Surety
Countersigned:

By
Resident Agent

The Attorney-in-Fact (Resident Agent), who executes this Bond in behalf of the surety
company, must attach a copy of their power-of-attorney as evidence of their authority.
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NOTICE TO PROCEED

To: Date:

Project: North Valley Landfill Cell #3 Liner Installation

You are hereby notified to commence work in accordance with the Contract for Construction
dated , and you are to complete the work within _______ consecutive calendar
days thereafter. The date of completion of all work is therefore
June 21st , 2024.
City of Logan, Utah
By:
Title:

ACCEPTANCE OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged by

This day of 20 .
Title:
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CITY OF LOGAN
CHANGE ORDER FORM

CHANGE ORDER # : DATE
PROJECT NAME North Valley Landfill Cell #3 Liner Installation CONTRACTOR

DESCRIPTION:
Item Description Total

CHANGE ORDER AMOUNT $

TOTAL ADJUSTED CONTRACT AMOUNT $
TIME EXTENSION PER THIS CHANGE ORDER:
REVISED COMPLETION DATE:

Date Project Manager
Date Engineer
Date Sponsoring Dept. Rep.
Date Contractor
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NOTIFICATION OF PROJECT COMPLETION

PROJECT NAME AND LIMITS:
CONTRACTOR:
DATE:
PROJECT MANAGER:

This is to certify that as of the above date, all work connected with the above PROJECT,
including BID items, CHANGE ORDER items, and PUNCH LIST items have been completed. We
further certify that payment for any testing that was required by the project has been paid,
including all bacteriological testing of pipe lines.
We hereby request that the Project Manager verify completion of the PROJECT

CONTRACTOR Signature:

(ABOVE TO BE COMPLETED BY THE CONTRACTOR)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
(BELOW TO BE COMPLETED BY ENGINEERING DIVISION)

DATE OF COMPLETION VERIFICATION:

(For verification of payment for bacteriological testing, call 753-5135 ext. 119 or 111)

PROJECT MANAGER Signature:

PROJECT SPONSOR Signature:
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ATTACHMENTS:

ATTACHMENT A: MATERIAL SPECIFICATIONS (30 PAGES)
ATTACHMENT B: QA/QC PLAN (37 PAGES)
ATTACHMENT C: CONSTRUCTION PLANS (5 PAGES)

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- 1 -
ATTACHMENT A
MATERIAL SPECIFICATIONS
TABLE OF CONTENTS
PART III MATERIAL SPECIFICATIONS ............................................................................................. 3
SECTION 3.1 - GEOSYNTHETIC CLAY LINER (GCL) .................................................................... 3
3.1.01 SECTION INCLUDES ................................................................................................ 3
3.1.02 REFERENCES ........................................................................................................... 3
3.1.03 DEFINITIONS ........................................................................................................... 3
3.1.04 SUBMITTALS ........................................................................................................... 4
3.1.05 QUALITY CONTROL ................................................................................................. 4
3.1.06 DELIVERY, STORAGE, AND HANDLING ................................................................... 4
3.1.07 WARRANTY ............................................................................................................ 5
3.1.08 PRODUCTS .............................................................................................................. 5
3.1.09 MATERIAL ............................................................................................................... 5
3.1.10 PRODUCT LABELING ............................................................................................... 5
3.1.11 PACKAGING ............................................................................................................ 5
SECTION 3.2 - HIGH-DENSITY POLYETHYLENE GEOMEMBRANE LINER .................................. 6
3.2.01 SECTION INCLUDES ................................................................................................ 6
3.2.02 REFERENCES ........................................................................................................... 6
3.2.03 DEFINITIONS ........................................................................................................... 7
3.2.04 SUBMITTALS ........................................................................................................... 8
3.2.05 MANUFACTURER/FABRICATOR QUALIFICATIONS ................................................. 9
3.2.06 QUALITY CONTROL ................................................................................................. 9
3.2.07 DELIVERY, STORAGE, AND HANDLING ................................................................... 9
3.2.08 WARRANTY .......................................................................................................... 10
3.2.09 GEOMEMBRANE RESIN ........................................................................................ 10
3.2.10 HIGH-DENSITY POLYETHYLENE (HDPE) GEOMEMBRANE LINER-TEXTURED ....... 10
SECTION 3.3 - DRAIN MAT ..................................................................................................... 14
3.3.01 SECTION INCLUDES .............................................................................................. 14
3.3.02 REFERENCES ......................................................................................................... 14
3.3.03 DEFINITIONS ......................................................................................................... 14
3.3.04 SUBMITTALS ......................................................................................................... 14
3.3.05 DELIVERY, STORAGE, AND HANDLING ................................................................. 15
3.3.06 PRODUCTS ............................................................................................................ 15
PART IV MATERIAL INSTALLATION SPECIFICATIONS ................................................................... 17
SECTION 4.1 - GENERAL REQUIREMENTS .............................................................................. 17
4.1.01 GENERAL CONDITIONS ......................................................................................... 17
4.1.02 WORK INCLUDED ................................................................................................. 17
4.1.03 SUMMARY OF WORK ........................................................................................... 17
4.1.04 PRIME CONTRACTOR’S RESPONSIBILITY .............................................................. 18
4.1.05 CONFORMITY WITH PLANS .................................................................................. 18
4.1.06 ERRORS AND OMISSIONS ..................................................................................... 18

- 2 -
4.1.07 NOTICE TO OWNER’S REPRESENTATIVE .............................................................. 18
4.1.08 LINES AND GRADES .............................................................................................. 18
4.1.09 SUPERVISORY PERSONNEL ................................................................................... 19
4.1.10 TIME OF PERFORMANCE AND PARTIAL PAYMENTS ............................................ 19
SECTION 4.2 - EQUIPMENT AND LABOR FURNISHED BY CONTRACTOR .............................. 20
SECTION 4.3 - GEOSYNTHETIC CLAY LINER (GCL) .................................................................. 21
4.3.01 SECTION INCLUDES .............................................................................................. 21
4.3.02 DEFINITIONS ......................................................................................................... 21
4.3.03 SUBMITTALS ......................................................................................................... 21
4.3.04 QUALITY CONTROL ............................................................................................... 21
4.3.05 PRODUCTS ............................................................................................................ 22
4.3.06 ON-SITE HANDLING .............................................................................................. 22
4.3.07 STORAGE - CONTRACTOR RESPONSIBILITY .......................................................... 22
4.3.08 GCL PLACEMENT .................................................................................................. 22
4.3.09 GCL PANEL SEAMING ........................................................................................... 23
4.3.10 DAMAGE REPAIR .................................................................................................. 24
4.3.11 INSTALLATION ...................................................................................................... 24
4.3.12 INSTALLATION WARRANTY .................................................................................. 24
SECTION 4.4 - HIGH-DENSITY POLYETHYLENE GEOMEMBRANE LINER ................................ 25
4.4.01 SECTION INCLUDES .............................................................................................. 25
4.4.02 DEFINITIONS ......................................................................................................... 25
4.4.03 SUBMITTALS ......................................................................................................... 25
4.4.04 QUALIFICATIONS .................................................................................................. 26
4.4.05 QUALITY CONTROL ............................................................................................... 26
4.4.06 QUALITY ASSURANCE ........................................................................................... 26
4.4.07 ON-SITE HANDLING .............................................................................................. 26
4.4.08 INSTALLATION ...................................................................................................... 26
4.4.09 INSTALLATION WARRANTY .................................................................................. 27
SECTION 4.5 - DRAIN MAT ..................................................................................................... 28
4.5.01 SECTION INCLUDES .............................................................................................. 28
4.5.02 DEFINITIONS ......................................................................................................... 28
4.5.03 SUBMITTALS ......................................................................................................... 28
4.5.04 QUALIFICATIONS .................................................................................................. 29
4.5.05 QUALITY CONTROL ............................................................................................... 29
4.5.06 QUALITY ASSURANCE ........................................................................................... 29
4.5.07 ON-SITE HANDLING .............................................................................................. 29
4.5.08 INSTALLATION ...................................................................................................... 29

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PART I
BIDDING AND CONTRACTUAL DOCUMENTS
(See Logan City Documents)

PART II
STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT
(See Logan City Documents)

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. ASTM D 4643 Determination of Water (Moisture) Content of Soil by
Microwave Oven Method
b. ASTM D 5261 Test Method for Measuring the Mass Per Unit Area of
Geotextiles
c. ASTM D 5321 Determining the Coefficient of Soil and Geosynthetic or
Geosynthetic and Geosynthetic Friction by the Direct Shear
Method
d. ASTM D 5887 GCL Index Flux
e. ASTM D 5890 Bentonite Swell Index
f. ASTM D 5891 Bentonite Fluid Loss
g. ASTM D 5993 Standard Test Method for Measuring Mass Per Unit of Geosynthetic Clay
Liners
h. ASTM D 6496 GCL Peel Strength
i. ASTM D 6768 GCL Grab Strength

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

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bonded to a layer or layers of geosynthetics.
b. Geomembrane: An essentially impermeable geosynthetic composed of one or more
geosynthetic sheets.
c. Geotextile: Any permeable textile used with foundation, soil, rock, earth, or any
other geotechnical engineering-related material as an integral part of a human-
made project, structure, or system.
d. Minimum Average Roll Value (MARV): The minimum average value of a particular
physical property of a material, for 95 percent of all of the material in the lot.
e. Overlap: Where two adjacent GCL panels contact, the distance measured
perpendicular from the overlying edge of one panel to the underlying edge of the
other.

3.1.04 SUBMITTALS

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

3.1.05 QUALITY CONTROL

A Manufacturer's representative shall be available (as required) on-site during the first two
days of GCL installation to observe and direct the work.

3.1.06 DELIVERY, STORAGE, AND HANDLING

a. Manufacturer assumes responsibility for initial loading and shipping of the GCL and
will give written instruction prior to delivery for unloading, on-site handling, and
storage by others.
b. All rolls will be inspected prior to offloading and rolls with damaged GCL material shall
be rejected and replaced and delivered at Manufacturer’s expense.

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3.1.07 WARRANTY

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

3.1.08 PRODUCTS

a. The GCL shall consist of a layer of sodium bentonite clay encapsulated between two
polypropylene geotextiles.
b. Reinforced GCL must be used for all applications.

3.1.09 MATERIAL

a. Acceptable GCL products are Bentomat DN.

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. American Society for Testing and Materials (ASTM):
1. D 792 Test Methods for Specific Gravity (Relative Density) and Density of
Plastics by Displacement.
2. D 1004 Test Method for Initial Tear Resistance of Plastics Film and
Sheeting
3. D 1238 Test Method for Flow Rates of Thermoplastics by Extrusion
Plastometer
4. D1505 Test Method for Density of Plastics by the Density-Gradient
Technique
5. D 1603 Test Method for Carbon Black in Olefin Plastics
6. D 3895 Test Method for Oxidative Induction Time of Polyolefins by
Thermal Analysis
7. D 4218 Test Method for Determination of Carbon Black Content in
Polyethylene Compounds by the Muffle-Furnace Technique.
8. D 4833 Test Method for Index Puncture Resistance of Geotextiles,
Geomembranes and Related Products.
9. D 5199 Test Method for Measuring Nominal Thickness of Geotextiles and
Geomembranes
11. D 5397 Procedure to Perform a Single Point Notched Constant Tensile
Load (SP-NCTL) Test: Appendix
12. D 5596 Test Method for Microscopic Evaluation of the Dispersion of

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Carbon Black in Polyolefin Geosynthetics
13. D 5721 Practice for Air-Oven Aging of Polyolefin Geomembranes.
14. D5885 Test method for Oxidative Induction Time of Polyolefin
Geosynthetics by High Pressure Differential Scanning Calorimetry
15. D 5994 Test Method for Measuring the Core Thickness of Textured
Geomembranes
16. D 6370 Standard Test Method for Rubber-Compositional Analysis by
Thermogravimetry (TGA)
17. D 6693 Test Method for Determining Tensile Properties of Nonreinforced
Polyethylene and Nonreinforced Flexible Polypropelene
Geomembranes
18. D 7466 Test Method for Measuring the Asperity Height of Textured
Geomembranes
b. Geosynthetic Research Institute (GRI) Standards:

1. GM-10 Specification for the Stress Crack Resistance of Geomembrane
Sheet
2. GM-11 Accelerated Weathering of Geomembranes using a Fluorescent
UVA-Condensation Exposure Device

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 extruder during seaming
using either extrusion fillet or extrusion flat methods. The polymer is initially in the
form of a ribbon rod, bead, or pellets.
d. Fabricator: The party responsible for the fabrication of geomembrane panels
constructed from rolls received from the Manufacturer.

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e. Geomembrane Manufacturer: The party responsible for the production of the
geomembrane rolls from resin and for the quality of the resin.
f. Geomembrane: An essentially impermeable membrane used as a solid or liquid
barrier. Synonymous term for flexible membrane liner (FML).
g. Geomembrane Subgrade: The soil or other material upon which the geomembrane
lies.
h. Contractor: The party responsible for field handling, transporting, storing, deploying,
seaming, temporary restraining (against wind), and installation of the geomembrane.
i. Panel: The unit area of geomembrane that will be seamed in the field. If the
geomembrane is not fabricated into panels in a factory, a panel is identified as a roll
or portion of a roll without any seams.
j. Drain Mat: A geotextile used for drainage. In this case it means a composite material
made up of a lattice type HDPE material and two sides of geotextile fabric.

3.2.04 SUBMITTALS

a. Submit prior to contract award Manufacturer Certification that proposed product
meets this specification.
b. Submit prior to contract award, 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.

- 9 -
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 Lining Technology
b. Agru America

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.

- 10 -
3. QA/QC personnel will collectively determine damage.
4. Deliver in rolls — do not fold.

3.2.08 WARRANTY

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

3.2.09 GEOMEMBRANE RESIN

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

Test Test Designation Requirements Testing Frequency
(minimum)
Density1. ASTM D-792, Method A, or ASTM
D-1505 0.94 g/cc 200,000 lb.

Notes:
1. Measure on pure resin without additives.

3.2.10 HIGH-DENSITY POLYETHYLENE (HDPE) GEOMEMBRANE LINER-TEXTURED

Manufacturing:

a. Do not exceed a combined maximum total of 1 percent 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 percent 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.

- 11 -
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, un-dispersed 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 60 mil HDPE Geomembrane - Textured

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 be >7 mils, and lowest individual reading must be > 5 mils; also see note 6.
(2) Alternate the measurement side for double sided textured sheet
(3) Machine direction (MD) and cross machine direction (XMD) average values should be on the basis of 5 test specimens each direction.
Yield elongation is calculated using a gage length of 1.3 inches
Break elongation is calculated using a gage length of 2.0 inches
(4) P-NCTL test is not appropriate for testing geomembranes with textured or irregular rough surfaces. Test should be conducted on smooth edges of textured rolls or on smooth sheets made from the same formulation as being
used for the textured sheet materials.
(5) Other methods such as D 1603 (tube furnace) or D 6370 (TGA) are acceptable if an appropriate correlation to D 4218 (muffle furnace) can be established.
(6) Carbon black dispersion (only near spherical agglomerates) for 10 different views: 9 in Categories 1 or 2 and 1 in Category 3
(7) The manufacturer has the option to select either one of the OIT methods listed to evaluate the antioxidant content in the geomembrane.
(8) It is also recommended to evaluate samples at 30 and 60 days to compare with the 90 day response.
(9) The condition of the test should be 20 hr. UV cycle at 75oC followed by 4 hr. condensation at 60oC.
(10) Not recommended since the high temperature of the Std-OIT test produces an unrealistic result for some of the antioxidants in the UV exposed samples.
(11) UV resistance is based on percent retained value regardless of the original HP-OIT value

- 13 -
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.

- 14 -
SECTION 3.3 - DRAIN MAT

3.3.01 SECTION INCLUDES

a. Furnish a drain mat.
b. Furnish a Field Representative from the Manufacturer (if needed) to assist Contractor.

3.3.02 REFERENCES

a. ASTM D 1238 — Standard Test Method for Melt Flow Rates of Thermoplastics by
Extrusion Plastometer
b. ASTM D 1505 — Test Method for Density of Plastics by the Density-Gradient
Technique
c. ASTM D 3786 — Standard Test Method for Hydraulic Bursting Strength of Textile
Fabrics-Diaphragm Bursting Strength Tester Method
d. ASTM D 4218 — Standard Test Method for Determination of Carbon Black Content in
Polyethylene Compounds By the Muffle-Furnace Technique
e. ASTM D 4491 — Test Method for Water Permeability of Geotextiles by Permittivity
f. ASTM D 4632 — Test Method for Grab Breaking Load and Elongation of Geotextiles
g. ASTM D 4716 — Test Method for Determining the (In-plane) Flow Rate per Unit Width
and Hydraulic Transmissivity of a Geosynthetic Using a Constant Head
h. ASTM D 4751 — Test Method for Determining Apparent Opening Size of a Geotextile
i. ASTM D 4833 — Test Method for Index Puncture Resistance of Geotextiles,
Geomembranes, and Related Products
j. ASTM D 5035 — Test Method for Breaking Force and Elongation of Textile Fabrics
(Strip Method)
k. ASTM D 5199 — Test Method for Measuring the Nominal Thickness of Geosynthetics
l. ASTM D 5261 — Test Method for Measuring Mass per Unit Area of Geotextiles

3.3.03 DEFINITIONS

a. Drain Mat: Made of nonwoven geotextile fabric heat bonded to one or both sides of
an HDPE net. The drain mat filters, drains gases and liquids that pass through it. The
geotextile provides gas venting, drainage, and filtration by retaining silt and soil
particles while allowing gas and liquids to flow through.
b. Geotextile: A nonwoven fabric that is used as part of the drain mat. The geotextile
filters liquids that pass through it.
c. Net: Made of HDPE and part of the drain mat that allows space for gases and liquids
to flow through the drain mat.
d. Contractor: The party responsible for field handling, transporting, storing, deploying,
seaming, temporary restraining (against wind), and installation of the drain mat.
e. Drain Mat Manufacturer: The party responsible for the production and quality of the
drain mat rolls.

3.3.04 SUBMITTALS

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a. Submit prior to contract award a Manufacturer’s Certificate indicating the proposed
product meets the requirements of this specification.
b. Submit prior to contract award, 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
1. 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

- 16 -
Property Test Method Units Required Value Qualifier
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:
1. 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.
2. 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.
3. Condition 190/2.16
4. Modified

- 17 -

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 are hereby made a part to these
General Conditions, and further intended to be part of all other sections of these project
specifications.

4.1.02 WORK INCLUDED

The work as performed under the agreement, includes all work necessary as outlined below
to install Geosynthetic Clay Liner (GCL), High-density Polyethylene (HDPE) Liner, Drain Mat, and
Anchor Trench on Owner’s property at the North Valley Landfill located north of Clarkston, Utah.

a. Excavate and Backfill Appr. 1,850 ft of Anchor Trench
b. Expose, Clean and Prep Appr. 1,250 ft of HDPE liner
c. Install approximately 433,900 square feet of Reinforced GCL.
d. Install approximately 433,900 square feet of Textured 60-mil HDPE Liner.
e. Install approximately 221,300 square feet of Drain Mat.

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 the proposal package are for bidding purposes only and final locations and final
details will be confirmed with the issue of construction drawings prior to work
commencing. Quantities are not expected to change more than ten percent (10%)
from bidding documents to construction documents.
b. Install in accordance with these minimum specifications and the approved
Manufacturers’ installation standards attached to these specifications.
c. Anchor liner materials securely in place as per the details on the Drawings and the
approved Manufacturers’ installation standards attached to these specifications.
d. Sequence and coordinate installations and testing to ensure that all operations are
achieved in an orderly and expeditious manner.
e. Extreme care shall be exercised by the Contractor to ensure that no damage occurs to
the underlying prepared surface while installing the GCL, HDPE, and Drain Mat. Extra
care will be taken during transporting and installing of successive layers.

f. Touch-up minor damaged surfaces caused during installation in accordance with

- 18 -
industry standards, these specifications, and the recommendations of the
Manufacturers. Replace damaged components as directed by Owner/Owner’s
Representative.

g. Installation will not be considered complete until the liner is completely inspected by
the Owner/Owner’s Representative.

4.1.04 PRIME CONTRACTOR’S RESPONSIBILITY

The prime contractor, herein referred to as "Contractor", shall properly coordinate all work done,
expediting the work of the various trades. Contractor shall guarantee that the different elements are
built and installed in proper sequence and so that the parts fit together in a neat, tight, and
workmanlike manner to function properly and as intended at the completion of the work. The
Contractor shall see to it that orders for installation accessories, which he is to furnish, as called for
under this contract and specifications and under his 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 his 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 material.

4.1.05 CONFORMITY WITH PLANS

All work shall be done by the Contractor in exact conformity with the plans and specifications
and instructions of the Owner/Owner’s Representative. All minor details of the work which are not
mentioned in the specifications, but are obviously incidental, shall be considered a part of the work
for which prices are given in the proposal, and no extra compensation shall be allowed the Contractor
for the performance thereof.

4.1.06 ERRORS AND OMISSIONS

If the Contractor, in the course of the work, finds any errors or omissions in plans or in the
layout as given by survey points and instructions, or if he finds any discrepancy between the plans
and the physical conditions of the locality, he shall promptly verify the same. Any work done after
such discovery, until authorized, will be done at the Contractor's risk.

4.1.07 NOTICE TO OWNER’S REPRESENTATIVE

The Contractor shall give forty-eight hours’ notice when he will need the services of the
Owner’s Representative for observing any portion of the work.

4.1.08 LINES AND GRADES

Working surface is provided by Owner.

- 19 -

4.1.09 SUPERVISORY PERSONNEL

It is the intent of these specifications to provide a completed project which will in every way
reflect the work of competent journeyman mechanics in the various trades represented. The
Contractor shall insure that each portion of the work is supervised by a qualified person, well versed
in the operation of the various tools required for the trade, the method in which the work is to be
done, and knowledge of the general requirements of the construction work. All work is to be done in
accordance with the latest methods devised for such work to insure a workmanlike appearance of the
completed project.

4.1.10 TIME OF PERFORMANCE AND PARTIAL PAYMENTS

The work shall be commenced at the time stated in the notice to proceed, and shall be carried on
continuously until completed within the time set forth in the proposal. At least ten days before
each progress payment falls due (but not more often than once a month), the Contractor may submit
to the Owner/Owner’s Representative a partial payment estimate filled out and signed by the
Contractor covering the work performed during the period covered by the partial payment estimate
and supported by such data as the Owner/Owner’s Representative may reasonably require. The
Owner/Owner’s Representative will, within ten days after receipt of each partial payment estimate,
either indicate in writing his 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 his reasons for refusing to approve payment. The Owner/Owner’s Representative will
within ten days of presentation to him 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.

- 20 -
SECTION 4.2 - EQUIPMENT AND LABOR FURNISHED BY CONTRACTOR

The Contractor shall furnish all labor, equipment, tools, supervision, etc., and all costs
involved, necessary to the final completion of the work required under this contract as specified,
including all power required to power all tools and equipment used, such as gasoline, fuel, oil,
electricity, etc. All equipment, tools, machinery, etc. used shall be in good repair and shall be
maintained in a good workable and safe condition necessary to continuously carry on the work
involved in this project in a workmanlike, expeditious, and safe manner, without serious or costly
delays in the performance of all phases of the work involved. Any and all equipment and machinery
used on this project shall be in accordance with all ordinances.

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

- 21 -
SECTION 4.3 - GEOSYNTHETIC CLAY LINER (GCL)

4.3.01 SECTION INCLUDES

a. Installation of a reinforced Geosynthetic Clay Liner (GCL) on the bottom of the cell as
shown on the Drawings.
b. All 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. 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, which 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.
e. GCL Subgrade: The graded and compacted site soils that the GCL will be placed upon.
f. Contractor: The party responsible for field handling, transporting, storing, deploying,
seaming, temporary restraining (against wind), and installation of the GCL.
g. Panel: The unit area of GCL that will be installed in the field.

4.3.03 SUBMITTALS

a. Submit prior to contract award evidence that Contractor is experienced to install GCL
and include a project reference list demonstrating company experience in installing
GCL.
b. Submit prior to contract award 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.

4.3.04 QUALITY CONTROL

a. Perform liner installation with adequately trained personnel experienced in similar
liner installations.

- 22 -
b. Contractor will be responsible for all QC functions as called out in the QA/QC Plan
attached to these specifications.
c. Contractor shall inspect for overlap continuously during GCL placement.
d. Owner will engage and pay for the Construction Quality Assurance (QA) personnel.

4.3.05 PRODUCTS

a. The GCL must be supplied by the Contractor.

4.3.06 ON-SITE HANDLING

a. The Manufacturer assumes responsibility for initial loading of the GCL. Unloading of
the GCL is the responsibility of the Contractor. 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 - CONTRACTOR RESPONSIBILITY

a. Storage of the GCL rolls shall be the responsibility of the Contractor. A dedicated
storage area shall be selected 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. The use of equipment capable of freely suspending the GCL roll is required. A
spreader bar and core pipe are also required for supporting the roll and allowing it to
unroll freely. The core bar and spreader bar shall not bend or flex excessively when a
full roll is lifted. GCL rolls should be delivered to the working area in their original

- 23 -
packaging. Immediately prior to deployment, the packaging should be carefully
removed so as not to damage the GCL.
c. 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 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 sub-grade into position.
d. Panels may be placed in any weather conditions except for moderate to heavy rains,
extremely high winds, or in ponded water.
e. 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 sub-grade, the sub-grade must be repaired and
restored to acceptable condition prior to continuation of placement.
f. GCL material which becomes hydrated prior to backfilling 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 his 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. Longitudinal seams for GCL without Supergroove®, or equivalent, shall be formed by
executing a bentonite-enhanced overlap to ensure that a continuous seal is achieved
between panels.
b. If GCL is equipped with features such as Supergroove®, or equivalent, a bentonite-
enhanced overlap is not necessary when seaming. Bentonite-enhanced overlaps are
unnecessary when using GCL with Supergroove®, or equivalent, because the mat has
self-seaming capabilities in longitudinal overlaps. GCL seams constructed using
Supergroove® GCL, or equivalent, shall be formed by overlapping adjacent panel
edges and ends. Care should be taken to ensure that the overlap zone is not
contaminated with loose soil or other debris.
c. A 6-inch minimum overlap should exist at all seam locations. A 24-inch minimum
overlap shall exist at the tie-in between the bottom of the cell, and all end-of-panel
applications. 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

- 24 -
out any wrinkles, creases, or "fish-mouths" in order to maximize contact with the
underlying panel.
d. After the overlying panel is placed, its edge shall be pulled back to expose the overlap
zone. Any soil or debris present in the overlap zone or entrapped in the geotextiles
shall be removed. A fillet of granular bentonite shall then be poured in a continuous
manner along the overlap zone (between the edge of the panel and the 6-inch line),
at a rate of at least one-quarter pound per lineal foot. The use of a watering can is
recommended to improve the uniformity and consistency of the bentonite
enhancement.

4.3.10 DAMAGE REPAIR

a. Any damage in the form of cuts or tears in the GCL shall be identified and repaired by
the Contractor by cutting a patch from unused GCL and placing it over the affected
area.
b. The damaged area should be cleaned of all dirt and debris. A patch of GCL shall be
cut to fit over the damaged area and to extend at least one foot in all directions
around it. Accessory bentonite shall then be placed around the perimeter of the
affected area at the rate of one-half pound per lineal foot, and the patch shall be
placed over the damage. The patch shall be weighted down using backfill or sandbags
until final backfilling takes place.

4.3.11 INSTALLATION

Installation shall be in accordance with the Manufacturer’s recommended procedures. Any
questions with regards to installation techniques should be directed to the Manufacturer. Care must
be taken to avoid damage to underlying, existing, in-place liner components.

4.3.12 INSTALLATION WARRANTY

Provide an installation warranty for GCL material in compliance with the conditions of the
Contract. Provide a minimum of 2 year non-pro rata warranty for the installation against defects.

- 25 -
SECTION 4.4 - HIGH-DENSITY POLYETHYLENE GEOMEMBRANE LINER

4.4.01 SECTION INCLUDES

a. Provide and install high-density polyethylene (HDPE) geomembrane liner for solid
waste cell construction.
b. The geomembrane shall be 60 mil in thickness and both sides will have textured
surfaces.

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, which is responsible for observing and documenting activities related to
the quality assurance of installation of the geosynthetic components of the lining
system.
c. Construction Quality Control (CQC): The individual who will be responsible for quality
control of the Contractor’s operations; observing, recording, and documenting
activities related to the quality control of the installation of the geosynthetic
components of the lining system.
d. Geomembrane: An essentially impermeable membrane used as a solid or liquid
barrier. Synonymous term for flexible membrane liner (FML).
e. Geomembrane Subgrade: The Geosynthetic Clay Liner that the HDPE Liner will be
placed upon.
f. Contractor: The party responsible for field handling, transporting, storing, deploying,
seaming, temporary restraining (against wind), and installation of the geomembrane.
g. Panel: The unit area of geomembrane that will be seamed in the field. If the
geomembrane is not fabricated into panels in a factory, a panel is identified as a roll
or portion of a roll without any seams.

4.4.03 SUBMITTALS

a. Schedules and Drawings
1. Submit detailed installation schedule within seven (7) days of award of
contract. Include hours worked per day, week, and per shift. Indicate all
weather delays built into schedule.
2. Installation layout drawings: Within seven (7) days of award of contract,
Contractor shall submit drawings showing the panel layout indicating both
fabricated (if applicable) and field seams, and details not conforming to the
Contract Drawings. Upon acceptance by Owner/Owner’s Representative,
Contractor shall use these drawings for installation of geomembrane.
b. Qualifications: Submit within seven (7) days of award:
1. Name of installation supervisor/field engineer to be assigned to the project.
c. Field Quality Control Documents
1. Submit quality control documentation prepared during installation.

- 26 -
d. 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 10,000,000 square feet of
welded polyethylene geomembrane with documented references.
b. Master Welder Qualifications: Must have completed a minimum of 5,000,000 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

- 27 -
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. Provide a minimum of 2 year non-pro rata warranty for the installation
against defects.

- 28 -
SECTION 4.5 - DRAIN MAT

4.5.01 SECTION INCLUDES

a. Installation of Drain Mat - drain net material for solid waste cell construction.
b. The Drain Mat material shall be provided by the Contractor.

4.5.02 DEFINITIONS

a. Bridging: The condition when geocomposite becomes suspended over its subgrade
due to contraction of the material or poor installation.
b. Construction Quality Assurance (QA): The party, independent from Manufacturer or
Contractor, which is responsible for observing and documenting activities related to
the quality assurance of installation of the geosynthetic components of the lining
system.
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. Drain Mat: An essentially permeable geocomposite used as a collection zone for any
liquids.
e. Drain Mat Subgrade: The HDPE Liner that the Drain Mat 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 Drain Mat 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. 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.

- 29 -
4.5.04 QUALIFICATIONS

Contractor must have successfully installed a minimum of 10,000,000 square feet of
polyethylene Drain Mat with documented references.

4.5.05 QUALITY CONTROL

Contractor will employ an individual whose sole responsibility will be to perform all QC
functions as called out in the QA/QC 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 (QA).

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 Mat 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 Drain Mat material; folded material will be rejected.
3. Contractor is responsible for off-loading, storage, and transporting material
from storage area to installation site.
4. Drain Mat material shall be kept in sufficient tension to reduce folds and
wrinkles.
5. In the presence of high wind, all Drain Mat shall be weighted with sandbags or
the equivalent.
6. Drain Mat 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 Drain Mat and generate clogging of drains or filters.

4.5.08 INSTALLATION

Installation shall be in accordance with the Manufacturer’s recommended procedures. Any
questions with regards to installation techniques should be directed through the Contractor to the
Manufacturer. Care must be taken to avoid damage to underlying, existing, in-place liner
components.

4.5.09 INSTALLATION WARRANTY

Provide an installation warranty for drain net material in compliance with the conditions of

- 30 -
the Contract. Provide a minimum of 2 year non-pro rata warranty for the installation against defects.

1 June 2023 (Bid)
ATTACHMENT B
QA/QC PLAN
1.0 RESPONSIBILITY AND AUTHORITY
1.1 INTRODUCTION
This Construction Quality Assurance/Quality Control (QA/QC) Plan is a site-specific document that
has been prepared to provide construction controls for the Cell 3 liner system at the North Valley
Landfill (NVL). Construction Quality Control (QC) will be performed by the Contractor, independently
from Construction Quality Assurance (QA) activities, and consists of inspections necessary to control
the quality of the constructed or installed components. The Owner or an Owner provided
subcontractor will perform the QA work. QA activities will consist of inspections, verifications,
audits, and evaluations of materials and workmanship necessary to determine and document the
quality of the constructed facility and QC activities of the Contractor. In cases of discrepancy within
the construction documents the Plans shall govern followed by the QA/QC Plan and finally the
Specifications.
1.2 ORGANIZATION
The principal organizations involved in permitting, designing, and construction of Cell 3 liner system
at the NVL and their respective responsibilities are outlined in Figure 1. Figure 1 represents the
organization structure for the QA/QC program under this Plan.

2 June 2023 (Bid)

FIGURE 1: ORGANIZATIONAL STRUCTURE

Line of Authority
Line of Communication

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

PROJECT
ENGINEER
(IGES, Inc.)

CONTRACTOR

(To Be Determined)
QUALITY ASSURANCE
INSPECTOR
(To Be Determined)
QUALITY CONTROL
INSPECTOR
(To Be Determined)

3 June 2023 (Bid)
1.2.2 Owner/Operator (Logan City)
The NVL is owned and operated by Logan City. The Owner is responsible for the design,
construction, and operation of the landfill including compliance with requirements of the
permitting agency. The Owner is also responsible for assuring the permitting agency, by the
submission of QC and QA documentation, that the facility was constructed as specified in
the Construction Plans and Specifications. The Owner has the authority to select and
dismiss organizations charged with design, QA, and construction activities and to accept or
reject design Plans and Specifications, QA plans, reports and recommendations of the QA
inspector, and the materials and workmanship of the Contractor. The Owner will notify the
DWMRC of individuals/organizations, which will be performing duties under this Plan, and if
any changes to those personnel are made during the project life. The Owner’s
representative on the project will be Issa Hamud.
1.2.3 Project Engineer (IGES, Inc.)
The primary responsibility of the Project Engineer (Engineer) is to provide engineering
design support during construction of the facility to fulfill the operational requirements of
the Owner, and the performance requirements of the permitting agency. The Engineer shall
provide clarification of the Plans and Specifications if necessary, to assist the
implementation of the approved Plans and Specifications. The Engineer has the authority to
change some component designs if unexpected site conditions are encountered or changes
in construction methodology occur. The QA portion of the QA/QC Plan is designed to ensure
that these unexpected changes or conditions will be detected, documented, and addressed
during construction. In addition, the Engineer shall oversee implementation of the QA/QC
Plan, periodically review QA documentation, and provide technical support during
construction. The Engineer shall approve of all corrective measures in cases where work
deviates from the Plans and Specifications. The Engineer and the QA inspector shall be in
direct communication on every aspect of the construction activities, especially any issues of
installation, which the QA Inspector identifies as deviations from the Plans or Specifications.
The Engineer shall report directly to the Owner.
1.2.4 QA Inspector (To Be Determined)
The QA Inspector will be responsible for guiding QA activities at the site and reviewing QC
results. The QA Inspector shall have the authority to stop work if required to maintain the
quality of the project. Problems with QA/QC that are not readily resolved or require a
change in design shall be referred to the Engineer. The QA Inspector will communicate daily
directly to the Engineer and shall coordinate any change notifications to the QA/QC Plan to
the Engineer. Responsibilities of the QA Inspector will include:

4 June 2023 (Bid)
• Reviewing design criteria, plans, and specifications for clarity and completeness so that
the QA/QC Plan may be implemented.
• Scheduling and coordinating QA inspection activities including:
▪ Confirming that the testing equipment, personnel, and procedures do not change
over time or making sure that any changes do not adversely impact the inspection
process.
▪ Confirming that the test data are accurately recorded and maintained.
• Providing reports to the Engineer on the inspection results including:
▪ Review and interpretation of all data sheets and reports.
▪ Identification of work that the QA inspector believes should be accepted, rejected,
or uncovered for observation, or that may require special testing, inspection, or
approval.
• Verifying that all contractors' construction quality control plans are in accordance with
this QA/QC Plan.
1.2.5 Construction Contractor (To Be Determined)
The responsibility of the Contractor is to provide materials, equipment and labor necessary
to construct the Cell 3 liner system in strict accordance with design criteria, plans, and
specifications using the necessary construction procedures and techniques. The Contractor
is also responsible for implementing QC testing required by this QA/QC Plan and for
submitting the necessary data to the Engineer for development of As-Built drawings. The
Contractor shall prepare and submit to the Engineer a Construction Quality Control Plan (QC
Plan) that provides details and schedules for meeting the QC requirements in this Plan.
Contractor shall submit their QC Plan at least 1 week prior to the Preconstruction Meeting.
1.3 PROJECT MEEETINGS
1.3.1 Preconstruction Meeting
A preconstruction meeting will be held following completion of facility design and award of
construction contract. The Owner, Engineer, QA Inspector, and all Contractors and their QC
personnel will attend the preconstruction meeting. State of Utah DWMRC personnel may
attend the Preconstruction Meeting at their option. The meeting shall be documented by
the QA Inspector and minutes of the meeting distributed to all personnel in attendance. The
meeting agenda will include, but not be limited to, the following:

• Issuing of Construction Plans and Specifications.
• Issuing of Construction QA/QC Plan. Familiarizing each organization with the QA/QC
Plan and its role relative to the design criteria, plans, and specifications.

5 June 2023 (Bid)
• Reviewing the responsibilities and lines of communication and authority of each
organization.
• Discussing procedures for observations and testing.
• Discussing procedures for handling construction deficiencies, repairs, and retesting.
• Reviewing methods for documenting and reporting testing and inspection activities.
• Discussing procedures for the location and protection of construction materials and for
the prevention of damage of the materials from inclement weather or other adverse
events.
• Conducting a site walk-around to review site conditions and material and inspection
equipment storage locations.
• Identifying required submittals for the project.
• Procedures for stopping work.
1.3.2 Weekly Meetings
Weekly meetings may be held during the life of the project to strengthen responsibility and
authority by enhancing communication between personnel responsible for designing,
inspecting, and constructing the Cell 3 liner. This meeting may be attended, at a minimum,
by the QA Inspector, Contractor, the QC Inspector and Owner. The QA Inspector will
document the meeting by filling out a meeting form. Weekly meetings may not be required
depending on work activities.
1.3.3 Problem or Work Deficiency Meetings
A special meeting will be held when and if a problem or deficiency is present or likely to
occur. This meeting will be attended, at a minimum, by the Owner, Engineer, Contractor,
the QC Inspector and QA Inspector. The QA Inspector will document the meeting by filling
out a meeting form. The purpose of the meeting will be to define and resolve a problem or
recurring work deficiency in the following manner:

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

6 June 2023 (Bid)
2.0 PERSONNEL QUALIFICATIONS
2.1 GENERAL
To assure that the individuals involved with implementation of the QC/QA Plan are properly
qualified, a list of minimum qualifications has been developed. This will ensure that the
individuals have the proper training and experience to adequately perform their task.
Qualifications are presented below:
2.1.1 Project Engineer
• Bachelor’s degree in civil engineering or related field and at least 10 years of experience
in related projects. The Engineer must be familiar with all aspects of geosynthetic
liner/cover construction including; embankment construction, QA/QC plan
implementation, and the installation of geosynthetic materials.
• Must have good interpersonal and communication skills.
• Must be registered as a professional civil engineer in the State of Utah.
2.1.2 QA Inspector
• Should have a minimum of 2 years in related synthetic liner system experience and shall
be familiar with all aspects of geomembrane testing, and other QA/QC controls relating
to liner construction or have a college degree in engineering.
• Must have good interpersonal and communication skills.
2.1.3 Contractor
• Contractor shall have a minimum of 10,000,000 square feet of documented liner
construction experience.
• Contractor shall have a demonstrated understanding of QA/QC Plans about liner
construction.
• Contractor shall have personnel on site that have documented experience with liner
construction and testing.

7 June 2023 (Bid)
3.0 QA/QC INSPECTION AND SAMPLING
3.1 PRECONSTRUCTION ACTIVITIES
The Owner, QA Inspector and Engineer will review the Plans and Specifications and the
Contractor provided QC plan for clarity and consistency. Any problems identified by the QA
Inspector will be brought to the attention of the Project Engineer for clarification and/or
modification, as necessary.

During the Preconstruction Meeting, the Project Engineer will give instructions to QA/QC
personnel to acquaint them with design concepts and to provide them with a clear
understanding of expected conditions, methods of construction, and the scope of Plans and
Specifications.
3.2 INSPECTION ACTIVITIES
The following Appendix A details QA/QC inspection activities required for the Cell 3 liner
construction at the NVL:

Appendix A - Major Work:
Subgrade Preparation
Geosynthetic Clay Liner (GCL)
60-mil textured HDPE geomembrane
Geonet (geonet and geotextile composite)
Soil Cover

8 June 2023 (Bid)
4.0 CHANGE CONTROL PROCEDURES
4.1 MINOR CHANGES
This section describes the procedures for initiating and approving MINOR changes to the
Plans and Specifications, which may be necessary to maintain or enhance quality during
construction. As the need for MINOR changes occurs, they must be reviewed and approved
by the Project Engineer. Changes will be by the Change Control Procedures.

The Engineer will submit all MINOR changes to the Owner for the Owner’s concurrence. The
following procedures will apply:

• All proposed design engineering and construction changes will be reviewed and
approved by the Project Engineer. If approved, the Project Engineer will provide
documentation to the Contractor and Owner indicating that the proposed change(s)
meet the quality requirements of the design criteria.

• The following changes to the design will be considered MINOR in nature: change in
locations of any structures, field fitting of structures, product substitutions, work
methodology, etc. Minor design changes will not require a permit modification or
approval by DWMRC staff.

• All documentation submitted to the agencies regarding the change(s) will be included in
the construction documentation report. As-built details of the project will be prepared
that will reflect approved changes.
4.2 MAJOR CHANGES
This section describes the procedures for initiating and approving MAJOR changes to the
Plans and Specifications, which are unlikely to occur, but may be necessary during the
course of construction. If the need for a MAJOR change occurs, a special meeting with the
State of Utah DWMRC will be scheduled immediately. The Owner and Project Engineer will
attend the meeting with the DWMRC and present the basis for change. No MAJOR changes
to the Design, Specifications, or QA/QC plan will be made without approval from the State
of Utah DWMRC and approval from the Owner. Major changes to the Plans and
Specification would include the elimination of structures, drainage features, elimination or
addition of liner components.

Any proposed major change (written) will be submitted by the Contractor to the Owner and
Engineer to review. If the Owner and Engineer concur with the Contractor’s submittal; the

9 June 2023 (Bid)
Owner shall submit to DWMRC the Contractors written information along with Owner /
Engineer’s written assessment of the need for a major change to the project.

All paperwork received from the DWMRC will be forwarded by the Owner to the Engineer.

10 June 2023 (Bid)
5.0 DOCUMENTATION
5.1 GENERAL
Documentation forms for the QA/QC plan will be initiated by the QC Inspector. The
exceptions to this are the Daily Field Log and Meeting Documentation forms which will be
the responsibility of the QA Inspector. Photographs will be used as a general documentation
tool to provide the Owner with a visual record of construction. The QA/QC plan will not
require the photographic documentation of specific activities. All documentation forms are
included in Appendix B – QA/QC Forms. Contractor’s QA/QC forms may be substituted for
the forms presented in Appendix B if all pertinent data is recorded on Contractor’s forms.
5.2 MEETINGS
The QA Inspector will record the preconstruction, progress, and any necessary work
deficiency meeting information on the Meeting Documentation form. Information to be
recorded may include the following:

• Date and report number.
• Persons in attendance.
• Progress review.
• Scheduled work activities.
• Scheduled tests and inspections.
• Problems.
5.3 DAILY RECORD KEEPING
Daily documentation of site activities, inspections, and observations will be kept on a Daily
Field Log to ensure adequate documentation of the QA/QC Plan. Other daily records may
include material acceptance, subgrade acceptance, leachate system inspection, and soil
cover inspection.
5.3.1 Daily Field Log (QA documented on a Daily Field Log)
All work activities will be documented on a Daily Field Log. The Daily Field Log will be the
responsibility of the QA Inspector. The Daily Field Log shall include the following:

• Report date and number
• Weather conditions.
• Contractor personnel and equipment on site.
• Visitors on site.

11 June 2023 (Bid)
• Summary of Minor work activities.
• Summary of Major work activities.
• Seaming, testing, and repair activities.
5.3.2 Meeting Documentation (Documented by QA on Meeting Documentation form).
The QA Inspector will record the items discussed at any meeting on the meeting
documentation form. Information to be recorded will include the following:

• Date, type of meeting and report number.
• Persons in attendance.
• Progress review.
• Scheduled work activities.
• Scheduled tests and inspections.
• Problems or concerns.
5.3.3 Material Acceptance (Documented by QA, countersigned by QC, on Material
Acceptance form)
The QA and QC Inspectors will jointly inspect all materials delivered to the site. The QA
Inspector will fill out and sign the Material Acceptance form then submit the form to the QC
Inspector. The QC Inspector will verify that the data on the Material Acceptance form is
correct then sign the form. The Material Acceptance form will include the following:

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

• Date and report number
• Specific Area of Cover Placement

12 June 2023 (Bid)
5.3.5 Leachate System Inspection (QA documented)
Any portion of the leachate system to be covered on a day shall be inspected and
documented on the Leachate System Inspection Form. Filling out this form will be the
responsibility of the QA Inspector. The Leachate System Inspection Form shall include the
following:

• Report date and number
• Location.
• Geotextile checklist of items to be inspected as per the specifications.
• Piping checklist of items to be inspected as per the specifications.
5.3.6 Soil Cover Inspection (QA documented)
Document the Soil Cover efforts on the Soil Cover Inspection Form. Filling out this form will
be the responsibility of the QA Inspector. The Soil Cover Inspection Form shall include the
following:

• Report date and number
• Area of soil cover placement.
• Document if and how the depth was monitored.
• Document any damage to the geonet and the corrective action taken.
5.4 WEEKLY RECORD KEEPING (ALL DOCUMENTS MAINTAINED BY QC INSPECTOR)
Most of the major QA/QC activities are ongoing (multiple day) activities with QA/QC
documentation being kept by the QC Inspector on various progress logs. Weekly records
include the following:

• HDPE Panel Placement Logs.
• HDPE Trial Welding Logs.
• HDPE Panel Seaming Logs.
• HDPE Non-Destructive Testing Logs.
• HDPE Destructive Testing Logs.
• HDPE Repair Logs.
5.4.1 HDPE Panel Placement (Documented by QC on HDPE Panel Placement Log)
The QC Inspector will document the placement of the HDPE material on a HDPE Panel
Placement Log. QC Inspector will maintain As-Build drawings of the location of each of the
HDPE panels and the date in which each panel was placed. The HDPE Panel Placement log
shall include the following:

13 June 2023 (Bid)
• Date
• Panel Number
• Roll Number
• Panel Length and Width
• Panel Location.
5.4.2 HDPE Trial Welding (Documented by QC on HDPE Trial Weld Log)
The QC Inspector will document the results of the testing on the trial welds on a HDPE Trial
Weld Log. The HDPE Trial Weld Log shall include the following:

• Date and time.
• Air Temperature
• Machine Number
• Seamer ID.
• Peel and Shear values
• Pass or Fail rating.
5.4.3 HDPE Panel Seaming (Documented by QC on HDPE Panel Seaming Log)
The QC Inspector will document all HDPE panel seaming activities on a HDPE Panel Seaming
Log The HDPE Panel Seaming Log shall include the following:

• Date and time.
• Seam number.
• Panel numbers.
• Seam length.
• Tech initials.
• Machine number.
• Temperature setting.
• Speed or Preheat.
5.4.4 HDPE Non-Destructive Testing (Documented by QC on HDPE Non-Destructive
Testing Log)
The QC Inspector will document the Non-Destructive testing of all HDPE seams on a HDPE
Non-Destructive Testing Log. The HDPE Non-Destructive Testing Log shall include the
following:

• Date and time.
• Seam number.
• Tester identification.

14 June 2023 (Bid)
• Air testing pressure and time.
• Pass or fail rating.
5.4.5 HDPE Destructive Testing (Documented by QC on HDPE Destructive Testing Log)
The QC Inspector will document the Destructive testing of the HDPE on a HDPE Destructive
Testing Log. The HDPE Destructive Testing Log shall include the following:

• Date
• Sample ID
• Seam number.
• Technician ID.
• Machine number.
• Peel values
• Pass or fail rating
5.4.6 HDPE Repair (Documented by QC on HDPE Repair Log)
The QC Inspector will document all repairs to the HDPE on a HDPE Repair Log. The HDPE
Repair Log shall include the following:

• Field seam number.
• Panel number.
• Repair date.
• Welder name.
• Machine number.
• Test date and time.
• Test crew.
• Pass or fail rating of repair.
5.5 PROBLEM IDENTIFICATION AND CORRECTIVE ACTION REPORT (Documented by QA
Inspector, sent to Engineer for resolution)
When material or workmanship is identified which does not meet the specified design
Problem Identification and Corrective Measure Report will be made. Problem Identification
and Corrective Measure Reports will be cross-referenced to specific inspection data records
in which the problem was identified. At a minimum, they shall include the following
information:

• Detailed description of the problem.
• Location of the problem.
• Probable cause.

15 June 2023 (Bid)
• How and when the problem was located (reference to inspection data records).
• Estimation of how long the problem has existed.
• Suggested corrective measure
• Documentation of correction (reference to inspection data records).
• Signature of the QA Inspector.
• All Problem Identification Corrective Action Reports will be sent immediately to the
Engineer for resolution.
5.6 CONSTRUCTION REPORT
The Engineer will complete a report documenting the construction of the Cell 3 liner. The
report will document that materials and material installation met the requirements of the
approved Plans and Specifications. The Construction Report will be completed within 60
days of the completion of construction. The report shall include:

• Copies of the daily and weekly reports.
• Copies of all QA/QC documentation.
• As-Built drawings.
• All reports submitted to the Owner/Engineer by the Installer.

The final report shall be compiled by the Engineer and shall be submitted to the landfill
Owner. The Owner will submit Construction Report to the State of Utah DWMRC.
5.7 STORAGE OF RECORDS
After construction is complete the Owner will store the as-built drawings at the facility for
easy access. A copy will also be sent to the DWMRC for entry into the facility records.

16 June 2023 (Bid)

APPENDIX A

MAJOR WORK

17 June 2023 (Bid)
SUBGRADE PREPARATION
Work Activity/ Specifications Owner Quality Assurance Contractor Quality Control
Examination:
Examine that site conditions are suitable to
begin subgrade preparation, i.e., materials
and equipment are out the way and safety
measures are in place.

Confirm work progress in Daily Field Log.

Observe work progress, notify QC
personnel when subgrade is ready to be
approved.
Execution:
Prepare subgrade soils to receive
geosynthetic clay liner (GCL) by means of
grading, rolling and/or track walking.

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

Approve and countersign Subgrade
Acceptance Form that subgrade is in a
condition suitable for GCL placement.

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

None

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

Confirm that materials meet the
requirements of the Plans and
Specifications. Prepare Material
Acceptance Form.

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

Observe material unloading and storage
areas.

Observe material unloading and storage
areas.

18 June 2023 (Bid)
Work Activity/ Specifications Owner Quality Assurance Contractor Quality Control
Installation:
Install GCL in accordance with Plans,
Specifications, and Manufacturers
Specifications. Meet overlap requirements
and bentonite enhanced seams (if
required).

Observe and record work progress on daily
field log.

Inspect and verify overlaps, seams, damage
and corrective action.
Testing / Observation:
Testing is not required. Observe work for
conformance with Plans and Specifications.

Observe work was performed in
accordance with Plans and Specifications.

Observe and record work was performed in
accordance with Plans and Specifications.

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

None

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

Confirm that materials meet the
requirements of the Plans and
Specifications. Prepare Material
Acceptance Form.

Inspect materials arriving to the site.
Confirm that the materials meet the
requirements of the Plans and
Specifications. Countersign Material
Acceptance Form.
Unloading and Storage:
All material are to be unloaded in a manner
that will not cause damage. Material will
be stored to avoid damage from wind,
precipitation, sun, traffic, etc…

Observe material unloading and storage
areas.

Observe material unloading and storage
areas.
HDPE Placement:
Install system in accordance with Plans and
Specifications.
Installer is to use HDPE panel layout
drawing to reference panel location.

Record work progress in Daily Field Log.
Periodically review the HDPE Panel
Placement Log for accuracy, copy and
distribute weekly.

Record the deployment of each panel of
HDPE in a HDPE Panel Placement Log.
Maintain As-Built drawing of the HDPE
panel layout.

19 June 2023 (Bid)
Work Activity/ Specifications Owner Quality Assurance Contractor Quality Control
Trial Welds:
Prior to HDPE installation, perform trial
welds to verify equipment and methods are
in accordance with specifications.
Perform trial welds at a minimum at the
beginning of every seaming shift (i.e., Every
morning and afternoon).

Review the Trial Welding Log for test
frequency and test results.

Record the result of every trial weld on a
Trial Welding Log.
Panel Seaming:
As the HDPE installation progresses,
maintain panel-seaming documentation.
Installer is to use HDPE panel layout
drawing to reference panel and weld
location.

Review the Panel Seaming Log for test
frequency and test results.

Record the result of every trial weld on a
Panel Seaming Log.
Non-Destructive Testing:
Non-Destructively test all welds on the
HDPE. Perform Non-Destructive tests as
indicated in the Plans and Specifications.
Installer is to use HDPE panel layout
drawing to reference panel and test
location.

Review the HDPE Non-Destructive Testing
Log for test frequency and test results.

Record the result of HDPE Non-Destructive
testing on HDPE Non-Destructive Testing
Log.
Destructive Testing:
Perform Destructive tests as indicated in
the Plans and Specifications.
Installer is to use HDPE panel layout
drawing to reference panel and test
location. Passing test criteria is 4 out of 5
coupons. Tests to be performed at a
minimum of every 500 feet of seam.

Review the HDPE Destructive Testing Log
for test frequency and test results.

Record the result of HDPE Destructive
testing on HDPE Destructive Testing Log.
Damage Repair:
Repair damage to the HDPE indicated by
conditions of materials, or test results.
Installer is to use HDPE panel layout
drawing to reference repairs.

Review the HDPE Repair Log for accuracy
and test results.

Record the performance of HDPE Repairs
on HDPE Repair Log.

GEONET (GEONET AND GEOTEXTILE COMPOSITE)
Work Activity/ Specifications Owner Quality Assurance Contractor Quality Control

20 June 2023 (Bid)
Work Activity/ Specifications Owner Quality Assurance Contractor Quality Control
Submittals:
Obtain submittals from the manufacturer
for submittal to the Engineer. Do not
schedule delivery of Geonet until Engineer
has given written approval of submittals.

None

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

Confirm that materials meet the
requirements of the Plans and
Specifications. Prepare Material
Acceptance Form.

Inspect materials arriving to the site.
Confirm that the materials meet the
requirements of the Plans and
Specifications. Countersign Material
Acceptance Form.
Unloading and Storage:
All material are to be unloaded in a manner
that will not cause damage. Material will
be stored to avoid damage from wind,
precipitation, sun, traffic, etc…

Observe material unloading and storage
areas.

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

Observe and record work progress on Daily
Field Log.

Observe seam connections and deployment
of Geonet.
Testing / Observation:
Testing is not required. Observe work for
conformance with Plans and Specifications.

No testing is required, observe that Geonet
is placed in accordance to manufacturer’s
instructions.

No testing is required, observe that Geonet
is placed in accordance to manufacturer’s
instructions.
Damage Repair:
Repair Geonet in accordance with Plans
and Specifications.

Confirm that damaged Geonet has been
repaired, document on the Daily Field Log.

Confirm that damaged Geonet has been
repaired.

SOIL COVER
Work Activity/ Specifications Owner Quality Assurance Contractor Quality Control

21 June 2023 (Bid)
Work Activity/ Specifications Owner Quality Assurance Contractor Quality Control
Preparation:
Soil cover material shall be placed in
accordance with Plans and Specifications.
All underlying materials should be
approved by QC/QA personnel prior to
beginning soil placement.

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

In conjunction with QA, Verify Geonet and
all underlying liners are free from wrinkles,
folds etc. Verify plan for covering will allow
soil to be pushed ahead in all areas, and
uphill where possible. Verify that all areas
to be covered will be accessible in the order
of soil placement. Equipment will not be
allowed on geonet drainage system. Verify
the geonet, GCL and geomembrane are
anchored as specified in all areas to be able
to withstand the forces applied during soil
cover placement.
Placement:
Install system in accordance with Plans and
Specifications.
Install system in accordance with
earthmoving plan.

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

Inspect soil cover installation and confirm
compliance with plans and specifications.
Review documentation provided by QA
Inspector.
Testing / Observation:
Depth testing of soil cover is required. No
compaction testing of soil cover is required.
Observe work for conformance with Plans
and Specifications.
QC Inspector shall provide an acceptable
means for verifying depth, such as
surveying or excavating potholes, for every
100 x 100 square foot area of soil cover
placed. Measurement is to be
perpendicular to the slope.

Observe and record work progress on Soil
Cover Placement Form.
Document that a minimum of 36 inches of
soil cover is placed. Record location and
depth on Soil Cover Placement Form.

Document that a minimum of 36 inches of
soil cover is placed. Make sure locations
and depths of potholes are shown on As-
Built Drawing.

22 June 2023 (Bid)

APPENDIX B

QA/QC FORMS

MEETING DOCUMENTATION

DATE: PRE-CON / PROGRESS / WORK DEFICIENCY
REPORT #:

PERSONS IN ATTENDANCE:
NAME ORGANIZATION

WORK ITEMS DISCUSSED (progress review, work activities, tests and inspections:

____________________________
QA INSPECTOR SIGNATURE

REPORT DATE:__________ REPORT #:_________
NORTH VALLEY LANDFILL
DAILY FIELD LOG – CELL 3 CONSTRUCTION
WEATHER CONDITIONS:
SUN: CLEAR PARTLY CLOUDY CLOUDY

WIND: LIGHT MODERATE HIGH
PRECIPITATION: NONE LT. RAIN/SNOW MED. RAIN/SNOW HEAVY RAIN/SNOW

TEMPERATURE (Deg. F): 20 30 40 50 60 70 80 90 100
H=HIGH L=LOW

CONTRACTOR PERSONNEL, CONTRACTOR EQUIPMENT AND VISITORS ON SITE:
CONTRACTOR PERSONNEL (Number):
SUPERVISORS:_________________________________
OPERATORS:___________________________________
LABORERS:____________________________________
OTHERS:_______________________________________

VISITORS (Name and Affiliation):
_______________________________________________
_______________________________________________
_______________________________________________
_______________________________________________
EQUIPMENT(List):
EARTHMOVING/LINING/MISC.EQUIPMENT:______________________________________________________________
___________________________________________________________________________________________
_________________________________________________________________________________________________

MEETINGS:
PROGRESS MEETING HELD? YES / NO
WORK DEFICIENCY MEETING HELD? YES / NO

MATERIAL ARRIVAL:
DID ANY MATERIALS ARRIVE ON SITE? YES / NO

ANCILLARY WORK ACTIVITITS (If work is being performed, describe the area of work):
GEOTEXTILE FABRIC / GRAVEL / LEACHATE SYSTEM IS WORK BEING PERFORMED YES / NO
Comments:

SOIL PLACEMENT: IS WORK BEING PERFORMED YES / NO
Comments:

MAJOR WORK ACTIVITIES (If work is being performed, describe the area of work):
SUBGRADE PREPARATION/ACCEPTANCE: IS WORK BEING PERFORMED YES / NO
Comments:

GEOSYNTHETIC CLAY LINER (GCL): IS WORK BEING PERFORMED YES / NO
Comments: HAS SUBGRADE BEEN ACCEPTED YES / NO*

* Stop Work, Inspect and Accept Subgrade.
60 MIL. HDPE: IS WORK BEING PERFORMED YES / NO
Comments: HAS GCL BEEN INSTALLED & ACCEPTED YES / NO*

* Stop Work, Inspect and Accept GCL.
GEONET: IS WORK BEING PERFORMED YES / NO
Comments: IS TESTING & REPAIR COMPLETE ON HDPE YES / NO*

* Stop Work, Test and Repair HDPE.

HDPE SEAMING/TESTING/REPAIR (If work is being performed, describe the area of work):
TRIAL WELDS: IS WORK BEING PERFORMED YES* / NO
Comments:

* QC Inspector to record results in the Trial Weld Log.
PANEL SEAMING: IS WORK BEING PERFORMED YES* / NO
Comments:

*QC Inspector to record data in Panel Seaming Log.
DESTRUCTIVE AND NON-DESTRUCTIVE TESTING: IS WORK BEING PERFORMED YES* / NO
Comments:

*QC Inspector to record results in the Destructive and Non-Destructive Testing Log.
REPAIRS: IS WORK BEING PERFORMED YES* / NO
Comments:

*QC Inspector to record repairs in the Repair Log.

QA INSPECTOR
SIGNATURE:________________________

MATERIAL ACCEPTANCE

DATE: TRUCK #:
REPORT #: TRUCKING CO:

SYNTHETIC MATERIAL
COMPLETE ROLL
NUMBER
BATCH # ROLL SIZE DAMAGE/
REMARKS
1
2
3
4
5
6
7
8
9
10

____________________________ ___________________________
QA INSPECTOR SIGNATURE QC INSPECTOR SIGNATURE

SUBGRADE ACCEPTANCE

DATE: REPORT NUMBER:

The undersigned, being a representative of the Installer, have viewed the subgrade surface
described below and found it to be an acceptable surface upon which to install HDPE. This
certification is based solely on observations of the surface of the subgrade. No subterranean
inspections or tests have been performed by Installer and Installer makes no representations or
warranties regarding conditions which may exist below the surface of the subgrade.

AREA OF SUBGRADE BEING ACCEPTED (Describe Fully):

QA INSPECTOR
SIGNATURE: _____________________________________
DATE: ___________________
TIME: ___________________

QC INSPECTOR
SIGNATURE: _____________________________________
DATE: ___________________
TIME: ___________________

LEACHATE SYSTEM INSPECTION SHEET

DATE: ______________________ REPORT NO.: _________________________________

LOCATION: ______________________________________________________________

GEOTEXTILE
REMOVE DEBRIS?

( YES / NO )
MINIMIZED
WRINKLES?

( YES / NO )
CORRECT
OVERLAPS?
(direction & length)
( YES / NO )
COMPLIES WITH
SPECS & DRAWINGS
( YES / NO )

If “NO” describe corrective action performed: __________________________________
________________________________________________________________________
________________________________________________________________________
If damage, describe repair: _________________________________________________
________________________________________________________________________

PIPING
CLEAN &
UNDAMAGED?

( YES / NO )
CORRECT/SECURE
CONNECTIONS?

( YES / NO )
CONTINUOUSLY
SUPPORTED?

( YES / NO )
COMPLIES WITH
SPECS & DRAWINGS
( YES / NO )

If “NO” describe corrective action performed
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________

DRAIN ROCK
CLEAN AND
ROUNDED?

( YES / NO )
LEVEL FINAL
SURFACE?

( YES / NO )
GEOTEXTILE
OVERLAPPED?

( YES / NO )
COMPLIES WITH
SPECS & DRAWINGS
( YES / NO )

If “NO” describe corrective action performed
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
____________________________
QA INSPECTOR SIGNATURE

SOIL COVER INSPECTION

DATE: ______________________ REPORT NO.: ___________________________

APPROXIMATE AREA COVER WAS PLACED: ____________________________________
________________________________________________________________________

DEPTH MONITORED?: ( YES / NO )

If “YES” describe method used:
________________________________________________________________________
________________________________________________________________________

If “NO” describe future action to be performed:
________________________________________________________________________
________________________________________________________________________

DAMAGE TO GEONET OBSERVED? ( YES / NO ):

If “YES” describe corrective action performed:
________________________________________________________________________
________________________________________________________________________

DEPTH CHECKED BY POT-HOLES? ( YES / NO ):

If “YES” Please document

LOCATION DEPTH

If pot-hole depths do not meet requirements describe corrective action performed:
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
____________________________
QA INSPECTOR SIGNATURE

HDPE PANEL PLACEMENT LOG

DATE PANEL # ROLL # PANEL
LENGTH
PANEL
WIDTH
PANEL LOCATION/COMMENTS

____________________________
QC INSPECTOR SIGNATURE

HDPE TRIAL WELD LOG

DATE/T
IME
AMBIENT
TEMP
QC
INITALS
MACHINE # SEAMER
INITALS
EXTRUSION WELDS FUSION WELDS PEEL VALUES LBS/INCH SHEAR PASS/F
AIL
COMMENTS
BARREL
TEMP
PREHEAT
TEMP
WEDGE
TEMP
SPEED
SETTING

SET SET SET

___________________________
QC INSPECTOR SIGNATURE

HDPE PANEL SEAMING LOG

DATE/TI
ME
SEAM # PANEL
NUMBERS
SEAM
LENGTH
TECH
INITIALS
MACHINE # TEMP
SETTING
SPEED OR
PREHEAT
WELDING
DIRECTION
END
BONE
P/F
COMMENTS

____________________________
QC INSPECTOR SIGNATURE

HDPE NON-DESTRUCTIVE TESTING LOG

DATE/T
IME
SEAM # TESTER
INTIALS
AIR TESTING
PRESSURE TIME
COMPLETE
Y/N
V-BOX
COMPLETE
Y/N
LOCATION/COMMENTS

____________________________
QC INSPECTOR SIGNATURE

HDPE DESTRUCTIVE TESTING LOG

DATE SAMPLE ID SEAM # MACH. # TECH
INTIALS
PEEL VALUES LBS/INCH PASS/
FAIL
DATE TO LAB PKG
SLIP#
LAB
PASS/F
AIL
LOCATION/COMMENTS

____________________________
QC INSPECTOR SIGNATURE

HDPE REPAIR LOG

FIELD
SEAM #
PANEL # REPAIR
DATE
REPAIR
CREW
MACHINE # TEST
DATE
TEST
CREW
TEST
P/F
COMMENTS/PANEL LOCATION

____________________________
QC INSPECTOR SIGNATURE

PROBLEM IDENTIFICATION/CORRECTIVE ACTION

DATE: REPORT NUMBER:_______________________

PROBLEM (detailed description):

PROBLEM LOCATION/CAUSE/ WHEN NOTICED/TIME OF EXISTANCE:

SUGGESTED CORRECTIVE MEASURE:

____________________________
QA INSPECTOR SIGNATURE

CORRECTIVE ACTION

PROBLEM REQUIRES WORK TO STOP: YES / NO

CORRECTIVE MEASURE:

____________________________
ENGINEER SIGNATURE

DOCUMENTATION OF PROBLEM RESOLUTION:

___________________________
QA INSPECTOR SIGNATURE

CHECKED BY:
COPYRIGHT:
DESIGNED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO.:
REFERENCE:
SHEET
TITLE
DATE DESCRIPTION
ISSUE:
SHEET TITLE
MARK
1
2702 South 1030 West, Suite 10
Salt Lake City, Utah 84119
[phone] Fax: [phone]
08/29/23 BID SET-
NORTH VALLEY LANDFILL
DRAWING INDEX
SHEET #SHEET NAME 1 TITLE SHEET 2 GENERAL ARRANGEMENT 3 CELL 3 PLAN 4 ELEVATION VIEW 5 LINER DETAILS
NORTH VALLEY LANDFILLCELL 3 LINER INSTALLATIONCLARKSTON, UTAH
SITE LOCATION MAP
SITE VICINITY MAP(1" = 5000')
ISS
U
E
D
FOR
BID
CLARKSTON, UT
51
9
0
52
0
0
52
1
0
52
2
0
52
3
0
52
4
0
52
0
0
52
1
0
5
2
2
0
5
2
3
0
52
4
0
5
2
5
0
5
2
6
0
5
2
7
0
5
2
8
0
5
2
9
0
5
3
0
0
5
3
1
0
5
3
2
0
5
3
3
0
5
3
4
0
5
3
5
0
-30.6%
-4.6%
CHECKED BY:
COPYRIGHT:
DESIGNED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO.:
REFERENCE:
TOPOGRAPHY AND LANDFILL AERIAL IMAGERY FROM CLIENT SURVEY (June 2023)
ARRANGMENT
GENERAL
DATE DESCRIPTION
ISSUE:
SHEET TITLE
MARK
2
2702 South 1030 West, Suite 10
Salt Lake City, Utah 84119
[phone] Fax: [phone]
08/29/23 BID SET-
NORTH VALLEY LANDFILL
BACKGROUND IMAGERY, 2021 NAIP (UTAH GEOGRAPHIC RESEARCH CENTER)
ISSU
E
D
FOR
BID
PROPERTYBOUNDARY
CELL 3LINER
CELL 1 & 2LINERS (EXISTING)
CELL 3PROPOSED LINER
CELL 1 & 2(EXISTING)
ACCESS ROAD
OFFICE/SHOP
STORM WATERPOND
LEACHATEPONDS
PERIMETER ACCESS ROAD
END OF PERIMETERACCESS ROAD
ACTIVE BORROW AREAGRADING MAY VARY FROMTOPOGRAPHY SHOWN
Feet
0 100 200
0
+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
4+
0
0
5+
0
0
6+
0
0
7+
0
0
S
-
B
4
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
S-A
4
P
E
R
I
M
E
T
E
R

A
C
C
E
S
S

R
O
A
D

(
E
X
I
S
T
I
N
G
)
P
E
R
I
M
E
T
E
R

A
C
C
E
S
S

R
O
A
D

(
E
X
I
S
T
I
N
G
)
51
9
0
52
0
0
52
1
0
52
2
0
52
3
0
52
4
0
5
2
0
0
5
2
1
0
5
2
2
0
5
2
3
0
52
4
0
5
2
5
0
5
2
6
0
5
2
7
0
5
2
8
0
5
2
9
0
5
3
0
0
5
3
1
0
5
3
2
0
5
3
3
0
5
3
4
0
5
3
5
0
-30.6%
-4.6%
ACTIVE BORROW AREAGRADING MAY VARY FROMTOPOGRAPHY SHOWN
CHECKED BY:
COPYRIGHT:
DESIGNED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO.:
REFERENCE:
TOPOGRAPHY AND LANDFILL AERIAL IMAGERY FROM CLIENT SURVEY (June 2023)
PLAN
CELL 3
DATE DESCRIPTION
ISSUE:
SHEET TITLE
MARK
3
2702 South 1030 West, Suite 10
Salt Lake City, Utah 84119
[phone] Fax: [phone]
08/29/23 BID SET-
NORTH VALLEY LANDFILL
BACKGROUND IMAGERY, 2021 NAIP (UTAH GEOGRAPHIC RESEARCH CENTER)
CELL 3 LIMITS OFGCL & HDPE(433,900 SQ-FT)
ISSU
E
D
FOR
BID
Feet
0 60 120
CELL 3 LIMITS OFDRAIN NET(221,300 SQ-FT)
ANCHOR TRENCH(1,850 FT)
Section B
5200
5250
5300
5200
5250
5300
1+00 2+00 3+00 4+00 5+00 6+00
Section A
5200
5250
5300
5350
5200
5250
5300
5350
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
DT-025
DT-015
DT-035
DT-045
DT-025
DT-025
DT-025
CELL 3
PERIMETERACCESS RD.
ACCESS RD
ACTIVE BORROW AREAGRADING MAY VARY FROMTOPOGRAPHY SHOWN
ACTIVE BORROW AREAGRADING MAY VARY FROMTOPOGRAPHY SHOWN
CELL 3 CELLS 1 & 2
DT-035
ACCESS RD
CHECKED BY:
COPYRIGHT:
DESIGNED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO.:
REFERENCE:
TOPOGRAPHY AND LANDFILL AERIAL IMAGERY FROM CLIENT SURVEY (June 2023)
VIEW
ELEVATION
DATE DESCRIPTION
ISSUE:
SHEET TITLE
MARK
4
2702 South 1030 West, Suite 10
Salt Lake City, Utah 84119
[phone] Fax: [phone]
08/29/23 BID SET-
NORTH VALLEY LANDFILL
BACKGROUND IMAGERY, 2021 NAIP (UTAH GEOGRAPHIC RESEARCH CENTER)
ISSU
E
D
FOR
BID
Feet
0 40 80
ANCHOR TRENCHDT-014
SITE SOILS*
2'
2'60 MIL TEXTURED HDPE
REINFORCED G.C.L.
NOT TO SCALE
2'
2'60 MIL TEXTURED HDPE
REINFORCED G.C.L.
NOT TO SCALE
SITE SOILS
LINER TERMINATION IN ANCHOR TRENCHDT-034
COMPOSITE LINERDT-024
60 MIL TEXTURED HDPE
REINFORCED GCL
SUBGRADE
SUBGRADE
DRAIN NET
1
DIVERSIONBERM(BY OWNER)
2 1 1 2
1
DRAIN NET
60 MIL TEXTURED HDPE
REINFORCED G.C.L.
NOT TO SCALE
EXISTING / PROPOSED LINER CONNECTIONDT-044
SUBGRADE
DRAIN NET
1
DIRECTION OFLEACHATE FLOW
4
OVERLAP/CONNECTION (SEE DT-04)
EXISTING / PROPOSED LINER OVERLAPDT-05-
60 MIL TEXTURED HDPE (UPHILL)
REINFORCED GCL (UPHILL)
60 MIL TEXTURED HDPE (DOWNHILL)
2' MINOVERLAP
ZIP-TIE/LEICSTER
EXTRUSION WELD
REINFORCED GCL (DOWNHILL)
DRAIN NET (UPHILL)
DRAIN NET (DOWNHILL)
DIRECTION OFLEACHATE FLOW
SEAL PER MFG. RECOMMENDATIONS
3
3
CELL 3 CELLS 1 & 2
EXISTINGPROTECTIVE BERM EXISTING PROTECTIVECOVER SOILS
5
5
6
6
6
7
8
2
5
CELL 3 CELLS1 & 2
7
7
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
3
BY OWNER
CHECKED BY:
COPYRIGHT:
DESIGNED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO.:
REFERENCE:
TOPOGRAPHY AND LANDFILL AERIAL IMAGERY FROM CLIENT SURVEY (June 2023)
DETAILS
LINER
DATE DESCRIPTION
ISSUE:
SHEET TITLE
MARK
5
2702 South 1030 West, Suite 10
Salt Lake City, Utah 84119
[phone] Fax: [phone]
08/29/23 BID SET-
NORTH VALLEY LANDFILL
BACKGROUND IMAGERY, 2021 NAIP (UTAH GEOGRAPHIC RESEARCH CENTER)
ISSU
E
D
FOR
BID
NOTES:
1.SUBGRADE PREPARATION TO BE PERFORMEDBY OWNER, APPROVAL WILL BE RESPONSIBILITYOF CONTRACTOR.2.DRAIN NET USED ONLY ON SLOPES FLOORSLOPES FLATTER THAN 3:13.CONTRACTOR WILL BE RESPONSIBLE FOREXCAVATION AND BACKFILL OF ANCHORTRENCHES.4.OWNER TO REMOVE COVER/ROAD SOILS TOEXPOSE EXISTING COMPOSITE LINER.5.CONTRACTOR TO CUT DRAIN NET AND HDPETO SEPARATE FROM ANCHOR TRENCH,EXPOSING GCL WHERE APPLICABLE.6.CONTRACTOR TO ROLL BACK DOWNHILL(EXISTING) DRAIN NET AND HDPE ANDOVERLAP GCL PER MANUFACTURERRECOMMENDATIONS.7.CONTRACTOR TO RE-PLACE EXISTING HDPEAND PERFORM FINAL PREPARATIONS,CLEANING ETC. FOR WELD CONNECTION OFEXISTING TO PROPOSED LINER.8.CONTRACTOR TO SHINGLE AND CONNECTUPHILL (PROPOSED) COMPONENTS INDIRECTION OF LEACHATE FLOW; DOWNHILLCOMPONENTS UNDER UPHILL COMPONENTS ASSHOWN.9.CONTRACTOR TO SHINGLE, OVERLAP ANDCONNECT DRAIN NET USING ZIP TIES AND HEATLEICSTER.

APPENDIX B – MATERIAL SUBMITTALS

GCL SUBMITTALS

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
SUBMITTAL CONTROL FORM
November 30, 2022
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
435-716-9756 714-921-9848 X 102
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: Material Specification Sheet 1 Section 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
Bentoliner 0.75 lbs/ft² - 3.66 kg/m², NW, Peel 35
TECHNICAL DATA SHEET
PROPERTY(1)TEST METHOD FREQUENCY UNIT 1101145-52432-1
Imperial
SPECIFICATIONS
GEOTEXTILE PROPERTY
Cap Layer
Cap Mass per Unit area
Carrier Layer
Carrier Mass per Unit Area
-
ASTM D5261
-
ASTM D5261
-
200,000 ft²
200,000 ft²
oz/yd²
oz/yd²
Nonwoven
6
Scrim Nonwoven
6
BENTONITE PROPERTY
Swell Index (min.)
Moisture Content (max.)
Fluid Loss (max.)
-
ASTM D5890
ASTM D4643
ASTM D5891
-
100,000 lb
100,000 lb
100,000 lb
ml/2 g
%
ml
24
12
18
FINISHED GCL PROPERTY
Bentonite Mass (0% moisture)
Tensile Strength MD (min. avg.)
Peel Strength (min.avg.)
Peel Strength (min. avg.)
Hydraulic Conductivity (max.)
Index Flux
Effective Confining Stress (max.)
Internal Shear Strength
Normal Stress
-
ASTM D5993
ASTM D6768
ASTM D6496
ASTM D4632
ASTM D5887
ASTM D5887
ASTM D6243
-
40,000 ft²
40,000 ft²
40,000 ft²
40,000 ft²
One per week
One per week
Periodically
lbs/ft²
lbf/in
lbf/in
lbf
cm/s
m³/m²/sec
lbs/in²
lbs/ft²
lbs/ft²
0.75
45
5.3
35
5x10⁻⁹
1x10⁻⁸
5
500
200
SUPPLY SPECIFICATIONS(Roll dimensions may vary ±1%)
Roll Dimension - Width -ft 15.5
Roll Dimension - Length -ft 200
Area (Surface/Roll)-ft²3100
* The information contained herein is provided for reference purposes only and is not intended as a warranty or guarantee. Final determination of
suitability for use contemplated is the sole responsibility of the user. SOLMAX assumes no liability in connection with the use of this information.
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or
specifications, or with the application or use of Solmax's goods to any particular system, project, purpose, installation or specification.
NOTES
28-Nov-2023Revision date
SOLMAX.COMPage 1 of 1
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
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: Manufacturer's QA/QC certificate 1 Section 3.1 Subserction 3.1.04 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
435-716-9756 714-921-9848 X 102
866-475-1225
[e-mail] [e-mail]
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
SUBMITTAL CONTROL FORM
April 12, 2024
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
ECApplications Rev 5/2016
MANUFACTURING QUALITY CONTROL
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
23236
SO-096456
Pre-SO-096456-1
NORTH VALLEY LF CELL 3PROJECT NAME:
ROLL
NUMBER
MANUFACT.
DATE
BENTONITE
LOT
NUMBER
TOP LAYER 1 BOTTOM LAYER 1
Product Code : 1101145-
52432-1
Bentoliner 0.75 lbs/ft² - 3.66 kg/m², NW,
Peel 35
0242-391399 2023-02-21 1021223D 2027321103 2027372635
0242-391400 2023-02-21 1021223D 2027321103 2027372635
0242-391478 2023-02-22 1021423C 2027393204 2027366282
0242-392493 2023-03-16 1031423A 2027416283 2027396482
0242-411666 2024-03-05 1022324D 2027760412 2027648310
0242-411667 2024-03-06 1022324D 2027756955 2027648310
0242-411668 2024-03-06 1022324D 2027756955 2027648310
0242-411669 2024-03-06 1022324D 2027756955 2027648310
0242-411670 2024-03-06 1022324D 2027756955 2027648310
0242-411672 2024-03-06 1022324D 2027756955 2027648310
0242-411673 2024-03-06 1022324D 2027756955 2027648310
0242-411674 2024-03-06 1022324D 2027760430 2027648310
0242-411675 2024-03-06 1022324D 2027760430 2027648310
0242-411676 2024-03-06 1022324D 2027760430 2027648310
0242-411677 2024-03-06 1022324D 2027760430 2027648310
0242-411678 2024-03-06 1022324D 2027760430 2027703668
0242-411679 2024-03-06 1022324D 2027760430 2027703668
0242-411680 2024-03-06 1022324D 2027760430 2027703668
0242-411681 2024-03-06 1022324D 2027760430 2027703668
0242-411682 2024-03-06 1022724A 2027760432 2027703668
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
8 Mar 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the
application or use of Solmax's goods to any particular system, project, purpose, installation or specification.
The GCL supplied to this project has been continuously inspected for the presence of needles and is certified to be needle free.
MANUFACTURING QUALITY CONTROL
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
23236
SO-096456
Pre-SO-096456-1
NORTH VALLEY LF CELL 3PROJECT NAME:
0242-411683 2024-03-06 1022724A 2027760432 2027703668
0242-411684 2024-03-06 1022724A 2027760432 2027703668
0242-411685 2024-03-06 1022724A 2027760432 2027703668
0242-411686 2024-03-06 1022724A 2027760432 2027703668
0242-411687 2024-03-06 1022724A 2027760432 2027697018
0242-411688 2024-03-06 1022724A 2027760432 2027697018
0242-411689 2024-03-06 1022724A 2027760416 2027697018
0242-411691 2024-03-06 1022724A 2027760416 2027697018
0242-411692 2024-03-06 1022724A 2027760416 2027697018
0242-411693 2024-03-06 1022724A 2027760416 2027697018
0242-411694 2024-03-06 1022724A 2027760416 2027697018
0242-411695 2024-03-06 1022724A 2027760416 2027697018
0242-411696 2024-03-06 1022724A 2027760416 2027697018
0242-411697 2024-03-06 1022724A 2027760416 2027697018
0242-411698 2024-03-06 1022724A 2027760416 2027697018
0242-411699 2024-03-06 1022724A 2027756958 2027701059
0242-411700 2024-03-06 1022724A 2027756958 2027701059
0242-411701 2024-03-06 1022724A 2027756958 2027701059
0242-411702 2024-03-06 1022724A 2027756958 2027701059
0242-411703 2024-03-06 1022724A 2027756958 2027701059
0242-411704 2024-03-06 1022724A 2027756958 2027701059
0242-411705 2024-03-06 1022724A 2027756958 2027701059
0242-411706 2024-03-06 1022724A 2027735029 2027701059
0242-411707 2024-03-06 1022724B 2027735029 2027701059
0242-411708 2024-03-06 1022724B 2027735029 2027701059
0242-411709 2024-03-06 1022724B 2027735029 2027701059
0242-411710 2024-03-06 1022724B 2027735029 2027648306
0242-411711 2024-03-06 1022724B 2027735029 2027648306
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
8 Mar 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the
application or use of Solmax's goods to any particular system, project, purpose, installation or specification.
MANUFACTURING QUALITY CONTROL
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
23236
SO-096456
Pre-SO-096456-1
NORTH VALLEY LF CELL 3PROJECT NAME:
0242-411712 2024-03-06 1022724B 2027735029 2027648306
0242-411713 2024-03-06 1022724B 2027735029 2027648306
0242-411714 2024-03-06 1022724B 2027756953 2027648306
0242-411715 2024-03-06 1022724B 2027756953 2027648306
0242-411716 2024-03-06 1022724B 2027756953 2027648306
0242-411717 2024-03-06 1022724B 2027756953 2027648306
0242-411718 2024-03-06 1022724B 2027756953 2027648306
0242-411719 2024-03-06 1022724B 2027756953 2027648306
0242-411720 2024-03-06 1022724B 2027756953 2027648306
0242-411721 2024-03-06 1022724B 2027756953 2027648306
0242-411722 2024-03-06 1022724B 2027760417 2027701676
0242-411723 2024-03-06 1022724B 2027760417 2027701676
0242-411724 2024-03-06 1022724B 2027760417 2027701676
0242-411725 2024-03-06 1022724B 2027760417 2027701676
0242-411726 2024-03-06 1022724B 2027760417 2027701676
0242-411727 2024-03-07 1022724B 2027760417 2027701676
0242-411728 2024-03-07 1022724B 2027760417 2027701676
0242-411729 2024-03-07 1022724C 2027756979 2027701676
0242-411730 2024-03-07 1022724C 2027756979 2027701676
0242-411731 2024-03-07 1022724C 2027756979 2027701676
0242-411732 2024-03-07 1022724C 2027756979 2027701676
0242-411733 2024-03-07 1022724C 2027756979 2027715797
0242-411734 2024-03-07 1022724C 2027756979 2027715797
0242-411735 2024-03-07 1022724C 2027756979 2027715797
0242-411736 2024-03-07 1022724C 2027756979 2027715797
0242-411737 2024-03-07 1022724C 2027760406 2027715797
0242-411738 2024-03-07 1022724C 2027760406 2027715797
0242-411739 2024-03-07 1022724C 2027760406 2027715797
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
8 Mar 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the
application or use of Solmax's goods to any particular system, project, purpose, installation or specification.
MANUFACTURING QUALITY CONTROL
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
23236
SO-096456
Pre-SO-096456-1
NORTH VALLEY LF CELL 3PROJECT NAME:
0242-411740 2024-03-07 1022724C 2027760406 2027715797
0242-411741 2024-03-07 1022724C 2027760406 2027715797
0242-411742 2024-03-07 1022724C 2027760406 2027715797
0242-411743 2024-03-07 1022724C 2027760406 2027715797
0242-411744 2024-03-07 1022724C 2027760406 2027715797
0242-411745 2024-03-07 1022724C 2027756977 2027701058
0242-411746 2024-03-07 1022724C 2027756977 2027701058
0242-411747 2024-03-07 1022724C 2027756977 2027701058
0242-411748 2024-03-07 1022724C 2027756977 2027701058
0242-411749 2024-03-07 1022724C 2027756977 2027701058
0242-411750 2024-03-07 1022724D 2027756977 2027701058
0242-411751 2024-03-07 1022724D 2027756977 2027701058
0242-411752 2024-03-07 1022724D 2027756977 2027701058
0242-411753 2024-03-07 1022724D 2027760402 2027701058
0242-411754 2024-03-07 1022724D 2027760402 2027701058
0242-411755 2024-03-07 1022724D 2027760402 2027701058
0242-411756 2024-03-07 1022724D 2027760402 2027697009
0242-411757 2024-03-07 1022724D 2027760402 2027697009
0242-411758 2024-03-07 1022724D 2027760402 2027697009
0242-411759 2024-03-07 1022724D 2027760402 2027697009
0242-411760 2024-03-07 1022724D 2027760402 2027697009
0242-411761 2024-03-07 1022724D 2027760426 2027696746
0242-411762 2024-03-07 1022724D 2027760426 2027696746
0242-411763 2024-03-07 1022724D 2027760426 2027696746
0242-411764 2024-03-07 1022724D 2027760426 2027696746
0242-411765 2024-03-07 1022724D 2027760426 2027696746
0242-411766 2024-03-07 1022724D 2027760426 2027696746
0242-411767 2024-03-07 1022724D 2027760426 2027696746
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
8 Mar 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the
application or use of Solmax's goods to any particular system, project, purpose, installation or specification.
MANUFACTURING QUALITY CONTROL
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
23236
SO-096456
Pre-SO-096456-1
NORTH VALLEY LF CELL 3PROJECT NAME:
0242-411768 2024-03-07 1022724D 2027760426 2027696746
0242-411769 2024-03-07 1022724D 2027756959 2027696746
0242-411770 2024-03-07 1022724D 2027756959 2027696746
0242-411771 2024-03-07 1022724D 2027756959 2027696746
0242-411772 2024-03-07 1022724D 2027756959 2027696746
0242-411773 2024-03-07 1022724D 2027756959 2027648249
0242-411774 2024-03-07 1022724D 2027756959 2027648249
0242-411775 2024-03-07 1022924A 2027756959 2027648249
0242-411776 2024-03-07 1022924A 2027735028 2027648249
0242-411777 2024-03-07 1022924A 2027735028 2027648249
0242-411778 2024-03-07 1022924A 2027735028 2027648249
0242-411779 2024-03-07 1022924A 2027735028 2027648249
0242-411780 2024-03-07 1022924A 2027735028 2027648249
0242-411781 2024-03-07 1022924A 2027735028 2027648249
0242-411782 2024-03-07 1022924A 2027735028 2027648249
0242-411783 2024-03-07 1022924A 2027735028 2027648249
0242-411784 2024-03-07 1022924A 2027760423 2027701066
0242-411785 2024-03-07 1022924A 2027760423 2027701066
0242-411786 2024-03-07 1022924A 2027760423 2027701066
0242-411787 2024-03-07 1022924A 2027760423 2027701066
0242-411788 2024-03-07 1022924A 2027760423 2027701066
0242-411789 2024-03-07 1022924A 2027760423 2027701066
0242-411790 2024-03-07 1022924A 2027760423 2027701066
0242-411791 2024-03-07 1022924A 2027760423 2027701066
0242-411792 2024-03-07 1022924A 2027760411 2027701066
0242-411793 2024-03-07 1022924A 2027760411 2027701066
0242-411794 2024-03-07 1022924A 2027760411 2027701066
0242-411795 2024-03-07 1022924A 2027760411 2027701677
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
8 Mar 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the
application or use of Solmax's goods to any particular system, project, purpose, installation or specification.
MANUFACTURING QUALITY CONTROL
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
23236
SO-096456
Pre-SO-096456-1
NORTH VALLEY LF CELL 3PROJECT NAME:
0242-411796 2024-03-07 1022924A 2027760411 2027701677
0242-411797 2024-03-07 1022924A 2027760411 2027701677
0242-411798 2024-03-07 1022924B 2027760411 2027701677
0242-411799 2024-03-07 1022924B 2027760411 2027701677
0242-411800 2024-03-07 1022924B 2027760409 2027701677
0242-411801 2024-03-07 1022924B 2027760409 2027701677
0242-411802 2024-03-07 1022924B 2027760409 2027701677
0242-411803 2024-03-07 1022924B 2027760409 2027648300
0242-411804 2024-03-07 1022924B 2027760409 2027648300
0242-411805 2024-03-07 1022924B 2027760409 2027648300
0242-411806 2024-03-07 1022924B 2027760409 2027648300
0242-411807 2024-03-07 1022924B 2027760409 2027648300
0242-411808 2024-03-08 1022924B 2027760418 2027648300
0242-411809 2024-03-08 1022924B 2027760418 2027648300
0242-411810 2024-03-08 1022924B 2027760418 2027648300
0242-411811 2024-03-08 1022924B 2027760418 2027648300
0242-411812 2024-03-08 1022924B 2027760418 2027648300
0242-411813 2024-03-08 1022924B 2027760418 2027648300
0242-411814 2024-03-08 1022924B 2027760418 2027648300
0242-411815 2024-03-08 1022924B 2027734294 2027701679
0242-411816 2024-03-08 1022924B 2027734294 2027701679
0242-411817 2024-03-08 1022924B 2027734294 2027701679
0242-411818 2024-03-08 1022924B 2027734294 2027701679
QUANTITY (ROLLS):155
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
Solmax Geosynthetics LLC
SOLMAX.COM
8 Mar 2024
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the
application or use of Solmax's goods to any particular system, project, purpose, installation or specification.
TEST RESULTS
23236
SO-096456
Pre-SO-096456-1
MANUFACTURING QUALITY CONTROL
NORTH VALLEY LF CELL 3
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
PRODUCT:
Bentoliner 0.75 lbs/ft² - 3.66 kg/m², NW, Peel 35 1101145-52432-1
Rolls
Test Property Direction Test Method Frequency Unit
1 Bentonite Mass (0% moisture)ASTM D5993 40,000 ft²lbs/ft²
2 Peel Strength (min. avg.)MD ASTM D4632 40,000 ft²lbf
3 Peel Strength (min.avg.)MD ASTM D6496 40,000 ft²lbf/in
4 Tensile Strength MD (min. avg.)MD ASTM D6768 40,000 ft²lbf/in
Test 1 2 3 4
SPECIFICATIONS 0.75 35 5.3 45
0242-391399 0.81 54.0 11.4 77
0242-391400 0.81 54.0 11.4 77
0242-391478 0.78 47.0 7.4 81
0242-392493 0.85 55.0 10.6 70
0242-411666 0.83 80.0 17.3 70
0242-411667 0.83 80.0 17.3 70
0242-411668 0.83 80.0 17.3 70
0242-411669 0.83 80.0 17.3 70
0242-411670 0.83 80.0 17.3 70
0242-411672 0.83 80.0 17.3 70
0242-411673 0.83 80.0 17.3 70
0242-411674 0.83 80.0 17.3 70
0242-411675 0.83 80.0 17.3 70
0242-411676 0.85 95.0 15.0 66
0242-411677 0.85 95.0 15.0 66
0242-411678 0.85 95.0 15.0 66
0242-411679 0.85 95.0 15.0 66
0242-411680 0.85 95.0 15.0 66
0242-411681 0.85 95.0 15.0 66
0242-411682 0.85 95.0 15.0 66
0242-411683 0.85 95.0 15.0 66
0242-411684 0.85 95.0 15.0 66
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
23236
SO-096456
Pre-SO-096456-1
MANUFACTURING QUALITY CONTROL
NORTH VALLEY LF CELL 3
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test 1 2 3 4
0242-411685 0.85 95.0 15.0 66
0242-411686 0.85 95.0 15.0 66
0242-411687 0.85 95.0 15.0 66
0242-411688 0.92 52.0 10.4 69
0242-411689 0.92 52.0 10.4 69
0242-411691 0.92 52.0 10.4 69
0242-411692 0.92 52.0 10.4 69
0242-411693 0.92 52.0 10.4 69
0242-411694 0.92 52.0 10.4 69
0242-411695 0.92 52.0 10.4 69
0242-411696 0.92 52.0 10.4 69
0242-411697 0.92 52.0 10.4 69
0242-411698 0.92 52.0 10.4 69
0242-411699 0.92 52.0 10.4 69
0242-411700 0.83 54.0 11.8 68
0242-411701 0.83 54.0 11.8 68
0242-411702 0.83 54.0 11.8 68
0242-411703 0.83 54.0 11.8 68
0242-411704 0.83 54.0 11.8 68
0242-411705 0.83 54.0 11.8 68
0242-411706 0.83 54.0 11.8 68
0242-411707 0.83 54.0 11.8 68
0242-411708 0.83 54.0 11.8 68
0242-411709 0.83 54.0 11.8 68
0242-411710 0.83 54.0 11.8 68
0242-411711 0.83 54.0 11.8 68
0242-411712 0.82 45.0 9.8 57
0242-411713 0.82 45.0 9.8 57
0242-411714 0.82 45.0 9.8 57
0242-411715 0.82 45.0 9.8 57
0242-411716 0.82 45.0 9.8 57
0242-411717 0.82 45.0 9.8 57
0242-411718 0.82 45.0 9.8 57
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
23236
SO-096456
Pre-SO-096456-1
MANUFACTURING QUALITY CONTROL
NORTH VALLEY LF CELL 3
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test 1 2 3 4
0242-411719 0.82 45.0 9.8 57
0242-411720 0.82 45.0 9.8 57
0242-411721 0.82 45.0 9.8 57
0242-411722 0.82 45.0 9.8 57
0242-411723 0.82 45.0 9.8 57
0242-411724 0.85 71.0 15.5 69
0242-411725 0.85 71.0 15.5 69
0242-411726 0.85 71.0 15.5 69
0242-411727 0.85 71.0 15.5 69
0242-411728 0.85 71.0 15.5 69
0242-411729 0.85 71.0 15.5 69
0242-411730 0.85 71.0 15.5 69
0242-411731 0.85 71.0 15.5 69
0242-411732 0.85 71.0 15.5 69
0242-411733 0.85 71.0 15.5 69
0242-411734 0.85 71.0 15.5 69
0242-411735 0.85 71.0 15.5 69
0242-411736 0.83 49.0 10.4 66
0242-411737 0.83 49.0 10.4 66
0242-411738 0.83 49.0 10.4 66
0242-411739 0.83 49.0 10.4 66
0242-411740 0.83 49.0 10.4 66
0242-411741 0.83 49.0 10.4 66
0242-411742 0.83 49.0 10.4 66
0242-411743 0.83 49.0 10.4 66
0242-411744 0.83 49.0 10.4 66
0242-411745 0.83 49.0 10.4 66
0242-411746 0.83 49.0 10.4 66
0242-411747 0.83 49.0 10.4 66
0242-411748 0.85 50.0 10.8 70
0242-411749 0.85 50.0 10.8 70
0242-411750 0.85 50.0 10.8 70
0242-411751 0.85 50.0 10.8 70
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
23236
SO-096456
Pre-SO-096456-1
MANUFACTURING QUALITY CONTROL
NORTH VALLEY LF CELL 3
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test 1 2 3 4
0242-411752 0.85 50.0 10.8 70
0242-411753 0.85 50.0 10.8 70
0242-411754 0.85 50.0 10.8 70
0242-411755 0.85 50.0 10.8 70
0242-411756 0.85 50.0 10.8 70
0242-411757 0.85 50.0 10.8 70
0242-411758 0.85 50.0 10.8 70
0242-411759 0.85 50.0 10.8 70
0242-411760 0.80 62.0 13.3 74
0242-411761 0.80 62.0 13.3 74
0242-411762 0.80 62.0 13.3 74
0242-411763 0.80 62.0 13.3 74
0242-411764 0.80 62.0 13.3 74
0242-411765 0.80 62.0 13.3 74
0242-411766 0.80 62.0 13.3 74
0242-411767 0.80 62.0 13.3 74
0242-411768 0.80 62.0 13.3 74
0242-411769 0.80 62.0 13.3 74
0242-411770 0.80 62.0 13.3 74
0242-411771 0.80 62.0 13.3 74
0242-411772 0.83 74.0 16.0 64
0242-411773 0.83 74.0 16.0 64
0242-411774 0.83 74.0 16.0 64
0242-411775 0.83 74.0 16.0 64
0242-411776 0.83 74.0 16.0 64
0242-411777 0.83 74.0 16.0 64
0242-411778 0.83 74.0 16.0 64
0242-411779 0.83 74.0 16.0 64
0242-411780 0.83 74.0 16.0 64
0242-411781 0.83 74.0 16.0 64
0242-411782 0.83 74.0 16.0 64
0242-411783 0.83 74.0 16.0 64
0242-411784 0.82 59.0 12.6 65
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
23236
SO-096456
Pre-SO-096456-1
MANUFACTURING QUALITY CONTROL
NORTH VALLEY LF CELL 3
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test 1 2 3 4
0242-411785 0.82 59.0 12.6 65
0242-411786 0.82 59.0 12.6 65
0242-411787 0.82 59.0 12.6 65
0242-411788 0.82 59.0 12.6 65
0242-411789 0.82 59.0 12.6 65
0242-411790 0.82 59.0 12.6 65
0242-411791 0.82 59.0 12.6 65
0242-411792 0.82 59.0 12.6 65
0242-411793 0.82 59.0 12.6 65
0242-411794 0.82 59.0 12.6 65
0242-411795 0.82 59.0 12.6 65
0242-411796 0.87 54.0 11.6 65
0242-411797 0.87 54.0 11.6 65
0242-411798 0.87 54.0 11.6 65
0242-411799 0.87 54.0 11.6 65
0242-411800 0.87 54.0 11.6 65
0242-411801 0.87 54.0 11.6 65
0242-411802 0.87 54.0 11.6 65
0242-411803 0.87 54.0 11.6 65
0242-411804 0.87 54.0 11.6 65
0242-411805 0.87 54.0 11.6 65
0242-411806 0.87 54.0 11.6 65
0242-411807 0.87 54.0 11.6 65
0242-411808 0.89 46.0 10.0 60
0242-411809 0.89 46.0 10.0 60
0242-411810 0.89 46.0 10.0 60
0242-411811 0.89 46.0 10.0 60
0242-411812 0.89 46.0 10.0 60
0242-411813 0.89 46.0 10.0 60
0242-411814 0.89 46.0 10.0 60
0242-411815 0.89 46.0 10.0 60
0242-411816 0.89 46.0 10.0 60
0242-411817 0.89 46.0 10.0 60
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
23236
SO-096456
Pre-SO-096456-1
MANUFACTURING QUALITY CONTROL
NORTH VALLEY LF CELL 3
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test 1 2 3 4
0242-411818 0.89 46.0 10.0 60
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
23236
SO-096456
Pre-SO-096456-1
MANUFACTURING QUALITY CONTROL
NORTH VALLEY LF CELL 3
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
PRODUCT:
Bentoliner 0.75 lbs/ft² - 3.66 kg/m², NW, Peel 35 1101145-52432-1
Test Property Direction Test Method Frequency Unit
1 Swell Index (min.)ASTM D5890 100,000 lb ml/2 g
2 Moisture Content (max.)ASTM D4643 100,000 lb %
3 Fluid Loss (max.)ASTM D5891 100,000 lb ml
Test 1 2 3
Specification 24 12 18
1021223D 26.0 10.6 15
1021423C 28.0 10.9 14
1022324D 31.0 10.7 14
1022724A 32.0 10.9 14
1022724B 30.0 11.2 14
1022724C 30.0 11.4 13
1022724D 30.0 11.3 14
1022924A 33.0 10.7 12
1022924B 31.0 10.2 14
1031423A 30.0 10.4 13
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
23236
SO-096456
Pre-SO-096456-1
MANUFACTURING QUALITY CONTROL
NORTH VALLEY LF CELL 3
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test Property Direction Test Method Frequency Unit
1 Mass per Unit Area (min. avg.)ASTM D5261 200,000 ft²oz/yd²
Grab Tensile Properties (min. avg)ASTM D4632 200,000 ft²
2 Strength (MD)lbf
3 Strength (CMD)lbf
4 Elongation (MD)%
5 Elongation (CMD)%
Test 1 2 3 4 5
Specification 6 90 100 10 10
2027366282 7.0 131 142 14 11
2027372635 6.6 139 158 15 12
2027396482 6.3 162 152 14 10
2027648249 6.2 123 105 14 13
2027648300 6.2 123 105 14 13
2027648306 6.2 117 104 16 24
2027648310 6.5 122 100 15 12
2027696746 7.2 162 158 20 24
2027697009 6.4 129 131 13 14
2027697018 6.7 145 159 15 11
2027701058 6.7 146 138 18 15
2027701059 6.4 140 137 17 20
2027701066 6.4 145 147 13 12
2027701676 6.3 136 148 13 11
2027701677 6.3 136 148 13 11
2027701679 7.1 149 149 15 11
2027703668 6.4 148 157 14 20
2027715797 6.7 150 135 15 11
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
23236
SO-096456
Pre-SO-096456-1
MANUFACTURING QUALITY CONTROL
NORTH VALLEY LF CELL 3
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test Property Direction Test Method Frequency Unit
1 Mass per Unit Area (min. avg.)ASTM D5261 200,000 ft²oz/yd²
2 Strength (MD)lbf
3 Strength (CMD)lbf
4 Elongation (MD)%
5 Elongation (CMD)%
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
23236
SO-096456
Pre-SO-096456-1
MANUFACTURING QUALITY CONTROL
NORTH VALLEY LF CELL 3
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test 1 2 3 4 5
Specification 6 22 22 100 100
2027734294 7.2 75 152 170 145
2027735028 7.4 79 143 188 125
2027735029 7.4 79 143 188 125
2027756953 7.1 139 179 134 151
2027756955 7.0 125 201 131 167
2027756958 7.0 98 179 131 168
2027756959 7.0 98 179 131 168
2027756977 6.5 130 130 134 134
2027756979 7.6 113 135 144 140
2027760402 7.4 136 176 164 153
2027760406 7.7 129 172 139 137
2027760409 7.5 129 133 174 150
2027760411 7.5 129 133 174 150
2027760412 7.6 125 144 165 147
2027760416 7.1 107 129 143 139
2027760417 7.1 107 129 143 139
2027760418 7.3 108 141 158 158
2027760423 6.9 115 171 143 156
2027760426 7.6 156 254 139 159
2027760430 7.1 159 236 134 159
2027760432 7.1 159 236 134 159
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
TEST RESULTS
23236
SO-096456
Pre-SO-096456-1
MANUFACTURING QUALITY CONTROL
NORTH VALLEY LF CELL 3
PROJECT NUMBER:
SALES ORDER:
PACKING SLIP NUMBER:
PROJECT NAME :
Test Property Direction Test Method Frequency Unit
1 Mass per Unit Area (min. avg.)ASTM D5261 200,000 ft²oz/yd²
Grab Tensile Properties (min. avg)ASTM D4632 200,000 ft²
2 Strength (MD)lbf
3 Strength (CMD)lbf
4 Elongation (MD)%
5 Elongation (CMD)%
Test 1 2 3 4 5
Specification 8 22 22 100 100
2027321103 10.5 185 358 177 133
2027393204 10.4 187 380 176 151
2027416283 9.5 150 321 186 155
Solmax is not a design professional and has not performed any design services to determine if Solmax's goods comply with any project plans or specifications, or with the application or use of
Solmax's goods to any particular system, project, purpose, installation or specification.
19103 GUNDLE RD,, HOUSTON, TX, UNITED STATES, 77073
SOLMAX.COM
Solmax Geosynthetics LLC
GSE BENTOLINER
CERTIFICATE OF ANALYSIS 2023 SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN FEBRUARY 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 02-*B0004834546 02-14-23 1021223D 9.4 0.20 5.28 14.6 116 29 822 CARS M AVG 9.33 0.05 3.83 14.99 112.97 30.23 866.0629STD DEV 0.48 0.04 1.37 0.83 3.80 1.24 47.79
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.41 0.12 3.82 14.53 113.11 31.09 884.6878STD DEV 0.58 0.58 1.54 1.07 3.58 1.54 41.64
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Tucker Goodvin
Attn:Bob Stadler ([e-mail])Chuck Taylor ([e-mail])Cheryl Hofer ([e-mail])
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO02/14/23CC:File
GSE BENTOLINER
CERTIFICATE OF ANALYSIS 2023 SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN FEBRUARY 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 02-*B0004834549 02-15-23 1021423C 9.5 0.07 5.10 11.6 114 30 897 CARS M AVG 9.35 0.05 3.91 14.71 113.12 30.32 869.4132STD DEV 0.47 0.04 1.34 1.24 3.67 1.25 46.92
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.42 0.12 3.85 14.43 113.17 31.10 885.3781STD DEV 0.57 0.57 1.52 1.18 3.53 1.52 41.06
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Tucker Goodvin
Attn:Bob Stadler ([e-mail])Chuck Taylor ([e-mail])Cheryl Hofer ([e-mail])
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO02/16/23CC:File
GSE BENTOLINER
CERTIFICATE OF ANALYSIS 2023 SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN MARCH 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 03-*B0004847315 03-14-23 1031423A 9.5 0.36 3.64 14.2 114 31 854 CARS M AVG 9.20 0.08 3.33 14.96 112.10 29.57 848.7621STD DEV 0.53 0.15 0.79 0.85 2.43 1.59 31.42
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. ofCARS M AVG 9.39 0.10 3.95 14.66 112.93 30.49 872.13124STD DEV 0.54 0.47 1.61 1.20 3.31 1.73 44.00
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Tucker Goodvin
Attn:Bob Stadler ([e-mail])Chuck Taylor ([e-mail])Cheryl Hofer ([e-mail])
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO03/14/23CC:File
SOLMAX BENTOLINER
CERTIFICATE OF ANALYSIS 2024 SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN FEBRUARY 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 02-*B0004987250 02-26-24 1022324D 9.7 0.03 4.71 15.2 112 29 838 CARS M AVG 9.52 0.38 5.12 14.57 113.96 31.29 877.1145STD DEV 0.40 1.03 1.60 0.68 2.91 1.73 39.93
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. of CARS M AVG 9.37 0.28 4.56 14.49 113.62 31.56 882.5897STD DEV 0.60 0.73 1.77 0.78 2.82 1.90 43.82
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Tucker Goodvin
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO02/27/24CC:File
SOLMAX BENTOLINER
CERTIFICATE OF ANALYSIS 2024 SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN FEBRUARY 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 02-*B0004987251 02-27-24 1022724A 9.9 0.28 1.95 14.6 116 31 876 CARS M AVG 9.53 0.38 5.05 14.57 114.00 31.28 877.0946STD DEV 0.40 1.01 1.65 0.68 2.89 1.72 39.49
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. of CARS M AVG 9.38 0.28 4.53 14.49 113.64 31.55 882.5198STD DEV 0.60 0.73 1.78 0.78 2.82 1.89 43.61
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Tucker Goodvin
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO02/28/24CC:File
SOLMAX BENTOLINER
CERTIFICATE OF ANALYSIS 2024 SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN FEBRUARY 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 02-*B0004987252 02-28-24 1022724B 10.2 0.42 2.98 12.8 116 33 876 CARS M AVG 9.54 0.38 5.01 14.54 114.04 31.32 877.0647STD DEV 0.41 1.00 1.66 0.72 2.87 1.71 39.07
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. of CARS M AVG 9.39 0.28 4.52 14.47 113.66 31.56 882.4599STD DEV 0.61 0.72 1.78 0.79 2.82 1.88 43.39
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Tucker Goodvin
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO02/28/24CC:File
SOLMAX BENTOLINER
CERTIFICATE OF ANALYSIS 2024 SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN FEBRUARY 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 02-*B0004987253 02-28-24 1022724C 9.4 0.43 1.52 14.2 110 30 857 CARS M AVG 9.54 0.38 4.94 14.53 113.96 31.29 876.6548STD DEV 0.40 0.99 1.71 0.71 2.90 1.71 38.76
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. of CARS M AVG 9.39 0.29 4.49 14.47 113.63 31.55 882.20100STD DEV 0.60 0.72 1.80 0.79 2.82 1.88 43.25
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Tucker Goodvin
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO02/29/24CC:File
SOLMAX BENTOLINER
CERTIFICATE OF ANALYSIS 2024 SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN FEBRUARY 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 02-*B0004987254 02-28-24 1022724D 9.7 0.12 2.00 14.8 114 31 899 CARS M AVG 9.54 0.38 4.88 14.53 113.96 31.29 877.1049STD DEV 0.40 0.98 1.75 0.70 2.87 1.69 38.50
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. of CARS M AVG 9.39 0.28 4.46 14.47 113.63 31.54 882.36101STD DEV 0.60 0.72 1.80 0.78 2.81 1.87 43.07
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Tucker Goodvin
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO02/29/24CC:File
SOLMAX BENTOLINER
CERTIFICATE OF ANALYSIS 2024 SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN FEBRUARY 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 02-*B0004987255 02-29-24 1022924A 9.7 0.46 2.23 13.8 110 29 841 CARS M AVG 9.55 0.38 4.82 14.52 113.88 31.24 876.3850STD DEV 0.39 0.97 1.77 0.70 2.90 1.70 38.44
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. of CARS M AVG 9.39 0.29 4.44 14.47 113.60 31.52 881.96102STD DEV 0.60 0.71 1.81 0.78 2.82 1.88 43.06
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Tucker Goodvin
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO03/01/24CC:File
SOLMAX BENTOLINER
CERTIFICATE OF ANALYSIS 2024 SHIPPED FRO BENTONITE PERFORMANCE MINERALS LLC554 US HWY 212PRODUCT : NATIONAL® 30 COLONY PLANTBELLE FOURCHE, S.D. 57717
%Mesh Mesh MBC SWELL PWA %Mesh Mesh 0 MBC SWELL PWALOADLOTMOIST% + 20 % - 200 FL MEQ INDEX 750 MOIST % + 20 % - 200 FL meq INDEX 750BOL #DATE CODE 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN FEBRUARY 12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MIN DATENo. of 02-*B0004987259 03-01-24 1022924B 8.7 0.11 2.73 15.0 114 31 832 CARS M AVG 9.55 0.38 4.82 14.52 113.88 31.24 876.3850STD DEV 0.39 0.97 1.77 0.70 2.90 1.70 38.44
%Mesh Mesh 0 MBC SWELL PWAMOIST% + 20 % - 200 FL meq INDEX 750YTD12 MAX 15 MAX 10 MAX 18 MAX 70 MIN 25 MIN MINNo. of CARS M AVG 9.38 0.28 4.43 14.47 113.60 31.51 881.49103STD DEV 0.60 0.71 1.81 0.78 2.81 1.87 43.12
SOLD TO:Solmax For any questions contact.19103 Gundle RD Q.A. SUPERVISORHouston, TX 77073 Tucker Goodvin
Attn:[e-mail]@[e-mail]
SHIPPED TO:Solmax 3150 FIRST AVENUE SPEARFISH, SD 57783 Prepared by: TO03/01/24CC:File
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
November 28, 2023
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
435-716-9756 714-921-9848 X 102
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: 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

HDPE SUBMITTALS

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
THE PROPOSED VARIANCES.
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
290 North 100 West
Tyler Richards, P.E
Logan City
North Valley Landfill Cell 3 Liner
Installation
233195
November 28, 2023
1Geomembrane Product Specifications Section 3.2.04
Anaheim, CA 92801
[e-mail]
435-716-9756
Logan, UT
[e-mail]
866-475-1225
714-921-9848 X 102
ECApplications Rev 5/2016
SKAPS INDUSTRIES
SKAPS HD-60T2
HDPE GEOMEMBRANE
Textured Double Sided
FREQUENCY
2nd Roll
200,000 lb
45,000 lb
45,000 lb
20,000 lb
45,000 lb
200,000 lb
200,000 lb
Notes:
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.
01-06-2022
571 Industrial Pkwy
Commerce, GA 30529
Phone: (706) 336‐7000
Fax: (706) 336‐7007
E‐Mail: [e-mail]
SKAPS HD-60T2 Geomembrane is manufactured utilizing the highest quality standards to provide the greatest
durability in geomembrane applications.The geomembrane is formulated to meet the requirements of GRI GM13
specifications.
PROPERTY TEST METHOD 60 mil QUALIFIER
Thickness (minimum avg), mils 57 MAV(1)
Thickness (min 8 of 10), mils 54 MINASTM D 5994 Per Roll
Thickness (minimum), mils 51 MIN
Density, g/cc ASTM D 1505 0.940 MIN
Tensile Properties (both directions)
ASTM D 6693
Type IV Specimen,
2 in/min
20,000 lb
Strength at Yield, lb/in width 126 MAV
Elongation at Yield, % (1.3 in. GL)12 MAV
Strength at Break, lb/in width 90 MAV
Elongation at Break, % (2 in. GL)100 MAV
Tear Resistance, lb ASTM D 1004 42 MAV
Carbon Black Dispersion (Category)ASTM D 5596 Note (2)Category
Asperity Height, mils ASTM D 7466 16 MAV
Puncture Resistance, lb ASTM D 4833 90 MAV
Carbon Black Content, %ASTM D 4218 2-3 Range
ROLL DIMENSIONS
Roll Length, ft 500
MIN
Oxidative Induction Time, minutes
ASTM D 3895
200oC, 1 atm O2
100 MIN
Stress Crack Resistance, hr.ASTM D 5397,
Appendix 500
9 in Categories 1 or 2 and 1 in Category 3
Roll Area, sf 12,000
(1) Minimum average value
(2) Carbon black dispersion (only near spherical agglomerates) for 10 different views:
NOMRoll Width, ft 24
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
THE PROPOSED VARIANCES.
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
290 North 100 West
Tyler Richards, P.E
Logan City
North Valley Landfill Cell 3 Liner
Installation
233195
November 28, 2023
1Geomembrane Product Specifications (Including Clarifications) Section 3.2.04
Anaheim, CA 92801
[e-mail]
435-716-9756
Logan, UT
[e-mail]
866-475-1225
714-921-9848 X 102
ECApplications Rev 5/2016
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.
1 Section 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
435-716-9756 714-921-9848 X 102
866-475-1225
[e-mail] [e-mail]
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
SUBMITTAL CONTROL FORM
April 12, 2024
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
ECApplications Rev 5/2016
Product:
MARLEX K306 POLYETHYLENE in Bulk
Lot Number: PRA820990 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.090 g/10min
HLMI Flow Rate ASTM D1238 13.30 g/10min
Density D1505 or D4883 0.9370 g/cm3____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Steven Beck
Quality Systems Coordinator
For CoA questions contact Leslie Dziamara at [phone]
SKAPS
571 Industrial Park Way
COMMERCE GA 30529-1326
USA
Recipient: ARORA
Fax:
CoA Date: 03/08/2024
Delivery #: 81100440
Page 1 of 1
PO #: 30131240037
Weight: 185100.000 LB
Ship Date: 03/08/2024
Package: BULK
Mode: Hopper Car
Car #: SHQX041541
Seal No: 368230
Shipped To:
Certificate of Analysis
Product:
MARLEX K306 POLYETHYLENE in Bulk
Lot Number: PRB820920 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.080 g/10min
HLMI Flow Rate ASTM D1238 11.20 g/10min
Density D1505 or D4883 0.9370 g/cm3____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Steven Beck
Quality Systems Coordinator
For CoA questions contact Leslie Dziamara at [phone]
SKAPS
571 Industrial Park Way
COMMERCE GA 30529-1326
USA
Recipient: ARORA
Fax:
CoA Date: 03/15/2024
Delivery #: 81105683
Page 1 of 1
PO #: 30131240037
Weight: 185800.000 LB
Ship Date: 03/15/2024
Package: BULK
Mode: Hopper Car
Car #: IARX625340
Seal No: 371523
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.
1 Section 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
435-716-9756 714-921-9848 X 102
866-475-1225
[e-mail] [e-mail]
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
SUBMITTAL CONTROL FORM
April 12, 2024
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
ECApplications Rev 5/2016
Product: QC'd By:
Project : Date:
Customer:
Cust PO:
Side A Side B MD TD MD TD MD TD MD TD MD TD
01 3119002482 12,000.00 3950 58 55 24 26 159 168 17 17 207 175 551 427 53 55 152 0.948 2.5 10 224 PRA820990
02 3119002483 12,000.00 3972 57 54 23 25 160 169 17 17 193 167 517 444 52 54 147 0.948 2.4 10 224 PRA820990
03 3119002484 12,000.00 3965 59 54 23 25 160 169 17 17 193 167 517 444 52 54 147 0.948 2.4 10 224 PRA820990
04 3119002485 12,000.00 3970 58 55 24 22 160 169 17 17 193 167 517 444 52 54 147 0.948 2.4 10 224 PRA820990
05 3119002486 12,000.00 3968 57 56 24 23 160 169 17 17 193 167 517 444 52 54 147 0.948 2.4 10 224 PRA820990
06 3119002487 12,000.00 3965 57 55 22 24 156 159 18 17 191 179 505 515 52 54 147 0.948 2.5 10 224 PRA820990
07 3119002488 12,000.00 3948 58 55 23 23 156 159 18 17 191 179 505 515 52 54 147 0.948 2.5 10 224 PRA820990
08 3119002489 12,000.00 3932 58 55 23 23 156 159 18 17 191 179 505 515 52 54 147 0.948 2.5 10 224 PRA820990
09 3119002490 12,000.00 3968 57 55 22 23 156 159 18 17 191 179 505 515 52 54 147 0.948 2.5 10 224 PRA820990
10 3119002491 12,000.00 3954 58 56 23 23 156 159 18 17 191 179 505 515 52 54 147 0.948 2.5 10 224 PRA820990
11 3119002492 12,000.00 3962 58 54 23 23 160 165 18 17 186 174 440 450 54 56 153 0.946 2.4 10 224 PRA820990
12 3119002493 12,000.00 3940 57 55 22 21 160 165 18 17 186 174 440 450 54 56 153 0.946 2.4 10 224 PRA820990
We hereby certify the following test results for the above referenced product/project :
60-HD-11-BLK-BLK-GRI-STD-24.00
ASTM
D 5994
Elong
at Yield
(%)
North Valley LF Cell 3,UT
EC Applications
ASTM
D 5994
April 12, 2024
ASTM
D 4833
ASTM
D 1505
ASTM D 6693
Elong
at Break
(%)
Carbon
Black
(%)
CB Disp
(Views
in Cat
1 or 2)
ASTM D 1004
Punct
Resist
(lb) Count
ASTM D 6693
23239
Area
(sq ft)
ASTM
D 5596
Tensile
at Break
(ppi) Resin
Lot #
ASTM
D 3895
Resin
OIT
(Minute)
Density
(g/cc)Gross
Weight
(lb)
Roll
Number
Tear
Resistance
(lb)
Asperity
Height
(mil)
Tensile
at Yield
(ppi)
ASTM D 7466 ASTM
D 4218
Thick
ness
MIN
(mil)
Thick
ness
MAV
(mil)
ASTM D 6693 ASTM D 6693
DCN: SKAPS LOG 014
Effective Date: January 07,2022
Rev 2
SKAPS Industries
571 Industrial Parkway
Commerce, GA 30529
Phone: [phone]
Fax: [phone]
E-Mail:[e-mail]
Product: QC'd By:
Project : Date:
Customer:
Cust PO:
Side A Side B MD TD MD TD MD TD MD TD MD TD
We hereby certify the following test results for the above referenced product/project :
60-HD-11-BLK-BLK-GRI-STD-24.00
ASTM
D 5994
Elong
at Yield
(%)
North Valley LF Cell 3,UT
EC Applications
ASTM
D 5994
April 12, 2024
ASTM
D 4833
ASTM
D 1505
ASTM D 6693
Elong
at Break
(%)
Carbon
Black
(%)
CB Disp
(Views
in Cat
1 or 2)
ASTM D 1004
Punct
Resist
(lb) Count
ASTM D 6693
23239
Area
(sq ft)
ASTM
D 5596
Tensile
at Break
(ppi) Resin
Lot #
ASTM
D 3895
Resin
OIT
(Minute)
Density
(g/cc)Gross
Weight
(lb)
Roll
Number
Tear
Resistance
(lb)
Asperity
Height
(mil)
Tensile
at Yield
(ppi)
ASTM D 7466 ASTM
D 4218
Thick
ness
MIN
(mil)
Thick
ness
MAV
(mil)
ASTM D 6693 ASTM D 6693
13 3119002494 12,000.00 3950 57 55 23 21 160 165 18 17 186 174 440 450 54 56 153 0.946 2.4 10 224 PRA820990
14 3119002495 11,760.00 3884 59 57 23 22 160 165 18 17 186 174 440 450 54 56 153 0.946 2.4 10 224 PRA820990
15 3119002496 12,240.00 4018 58 53 22 21 161 163 19 16 196 154 522 412 54 56 153 0.946 2.6 10 224 PRA820990
16 3119002499 12,000.00 4000 58 53 21 23 161 163 19 16 196 154 522 412 54 56 153 0.946 2.6 10 224 PRA820990
17 3119002500 12,000.00 3950 57 54 25 23 161 163 19 16 196 154 522 412 54 56 153 0.946 2.6 10 224 PRA820990
18 3119002503 12,000.00 3,984 57 53 26 22 153 161 19 17 200 182 546 537 53 56 151 0.948 2.3 10 224 PRA820990
19 3119002504 12,000.00 3,888 57 55 28 26 153 161 19 17 200 182 546 537 53 56 151 0.948 2.3 10 224 PRA820990
20 3119002505 12,000.00 3,890 58 55 27 23 153 161 19 17 200 182 546 537 53 56 151 0.948 2.3 10 224 PRA820990
21 3119002506 12,000.00 3,880 57 54 30 24 153 161 19 17 200 182 546 537 53 56 151 0.948 2.3 10 224 PRA820990
22 3119002507 12,000.00 3,898 57 54 30 25 159 166 18 18 203 185 534 516 53 56 151 0.948 2.5 10 224 PRA820990
23 3119002508 12,000.00 3,918 58 55 28 24 159 166 18 18 203 185 534 516 53 56 151 0.948 2.5 10 224 PRA820990
24 3119002509 12,000.00 3,962 58 56 27 24 159 166 18 18 203 185 534 516 53 56 151 0.948 2.5 10 224 PRA820990
DCN: SKAPS LOG 014
Effective Date: January 07,2022
Rev 2
SKAPS Industries
571 Industrial Parkway
Commerce, GA 30529
Phone: [phone]
Fax: [phone]
E-Mail:[e-mail]
Product: QC'd By:
Project : Date:
Customer:
Cust PO:
Side A Side B MD TD MD TD MD TD MD TD MD TD
We hereby certify the following test results for the above referenced product/project :
60-HD-11-BLK-BLK-GRI-STD-24.00
ASTM
D 5994
Elong
at Yield
(%)
North Valley LF Cell 3,UT
EC Applications
ASTM
D 5994
April 12, 2024
ASTM
D 4833
ASTM
D 1505
ASTM D 6693
Elong
at Break
(%)
Carbon
Black
(%)
CB Disp
(Views
in Cat
1 or 2)
ASTM D 1004
Punct
Resist
(lb) Count
ASTM D 6693
23239
Area
(sq ft)
ASTM
D 5596
Tensile
at Break
(ppi) Resin
Lot #
ASTM
D 3895
Resin
OIT
(Minute)
Density
(g/cc)Gross
Weight
(lb)
Roll
Number
Tear
Resistance
(lb)
Asperity
Height
(mil)
Tensile
at Yield
(ppi)
ASTM D 7466 ASTM
D 4218
Thick
ness
MIN
(mil)
Thick
ness
MAV
(mil)
ASTM D 6693 ASTM D 6693
25 3119002510 12,000.00 3,954 58 52 26 24 159 166 18 18 203 185 534 516 53 56 151 0.948 2.5 10 224 PRA820990
26 3119002511 12,000.00 3,936 58 57 25 25 159 166 18 18 203 185 534 516 53 56 151 0.948 2.5 10 224 PRA820990
27 3119002512 12,000.00 3,942 58 56 25 22 167 173 17 16 217 184 561 505 55 57 150 0.949 2.5 10 224 PRA820990
28 3119002513 12,000.00 4,030 60 59 22 23 167 173 17 16 217 184 561 505 55 57 150 0.949 2.5 10 224 PRA820990
29 3119002514 12,000.00 4,022 57 55 25 25 167 173 17 16 217 184 561 505 55 57 150 0.949 2.5 10 224 PRA820990
30 3119002515 12,000.00 4,018 59 56 25 23 167 173 17 16 217 184 561 505 55 57 150 0.949 2.5 10 224 PRA820990
31 3119002516 12,000.00 3,998 58 54 24 23 164 171 17 17 193 161 452 367 55 57 150 0.949 2.5 10 224 PRA820990
32 3119002517 12,000.00 3,986 58 56 25 25 164 171 17 17 193 161 452 367 55 57 150 0.949 2.5 10 224 PRA820990
33 3119002518 12,000.00 4,010 58 55 24 23 164 171 17 17 193 161 452 367 55 57 150 0.949 2.5 10 224 PRA820990
34 3119002519 12,000.00 4,000 58 55 25 25 164 171 17 17 193 161 452 367 55 57 150 0.949 2.5 10 228 PRB820920
35 3119002520 12,000.00 4,006 59 56 26 25 164 171 17 17 193 161 452 367 55 57 150 0.949 2.5 10 228 PRB820920
36 3119002521 12,000.00 4,020 58 55 27 26 155 166 18 16 193 161 501 450 55 59 155 0.948 2.6 10 228 PRB820920
DCN: SKAPS LOG 014
Effective Date: January 07,2022
Rev 2
SKAPS Industries
571 Industrial Parkway
Commerce, GA 30529
Phone: [phone]
Fax: [phone]
E-Mail:[e-mail]
Product: QC'd By:
Project : Date:
Customer:
Cust PO:
Side A Side B MD TD MD TD MD TD MD TD MD TD
We hereby certify the following test results for the above referenced product/project :
60-HD-11-BLK-BLK-GRI-STD-24.00
ASTM
D 5994
Elong
at Yield
(%)
North Valley LF Cell 3,UT
EC Applications
ASTM
D 5994
April 12, 2024
ASTM
D 4833
ASTM
D 1505
ASTM D 6693
Elong
at Break
(%)
Carbon
Black
(%)
CB Disp
(Views
in Cat
1 or 2)
ASTM D 1004
Punct
Resist
(lb) Count
ASTM D 6693
23239
Area
(sq ft)
ASTM
D 5596
Tensile
at Break
(ppi) Resin
Lot #
ASTM
D 3895
Resin
OIT
(Minute)
Density
(g/cc)Gross
Weight
(lb)
Roll
Number
Tear
Resistance
(lb)
Asperity
Height
(mil)
Tensile
at Yield
(ppi)
ASTM D 7466 ASTM
D 4218
Thick
ness
MIN
(mil)
Thick
ness
MAV
(mil)
ASTM D 6693 ASTM D 6693
37 3119002522 12,000.00 4,002 58 56 24 26 155 166 18 16 193 161 501 450 55 59 155 0.948 2.6 10 228 PRB820920
38 3119002523 12,000.00 3,968 57 52 30 28 155 166 18 16 193 161 501 450 55 59 155 0.948 2.6 10 228 PRB820920
39 3119002524 12,000.00 4,010 58 55 26 27 155 166 18 16 193 161 501 450 55 59 155 0.948 2.6 10 228 PRB820920
40 3119002525 12,000.00 4,038 60 57 20 27 161 170 17 17 208 179 542 492 55 59 155 0.948 2.4 10 228 PRB820920
41 3119002526 12,000.00 4,072 59 57 22 22 161 170 17 17 208 179 542 492 55 59 155 0.948 2.4 10 228 PRB820920
DCN: SKAPS LOG 014
Effective Date: January 07,2022
Rev 2
SKAPS Industries
571 Industrial Parkway
Commerce, GA 30529
Phone: [phone]
Fax: [phone]
E-Mail:[e-mail]
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
November 28, 2023
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
435-716-9756 714-921-9848 X 102
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
Geomembrane Roll. Geomembrane delivery, storage, and
handling instructions.
1 Section 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
November 28, 2023
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
435-716-9756 714-921-9848 X 102
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
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

Page 3 of 19 ECApplications.com

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

HDPE / LLDPE Installation Manual

Page 4 of 19 ECApplications.com

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

Page 5 of 19 ECApplications.com

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

Page 6 of 19 ECApplications.com

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

Page 7 of 19 ECApplications.com

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

Page 8 of 19 ECApplications.com

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

Page 11 of 19 ECApplications.com

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

Page 12 of 19 ECApplications.com

Appendix A Sample Quality Control Forms

HDPE / LLDPE Installation Manual

Page 13 of 19 ECApplications.com

HDPE / LLDPE Installation Manual

Page 14 of 19 ECApplications.com

HDPE / LLDPE Installation Manual

Page 15 of 19 ECApplications.com

HDPE / LLDPE Installation Manual

Page 16 of 19 ECApplications.com

HDPE / LLDPE Installation Manual

Page 17 of 19 ECApplications.com

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
November 28, 2023
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
435-716-9756 714-921-9848 X 102
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
Geomembrane Roll. Sample warranties for review. 1 Section 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

011904

20 Year Pro-Rated Material Warranty Letter
Project: Edit Project Name - PO #XXXXXX
Material: SKAPS Geomembrane Product Code

March 20, 2019

To Whom IT May Concern

SKAPS Industries, Geomembrane Liner Division, hereby warrants that, at the time of manufacture,
all SKAPS Industries manufactured geomembrane materials will conform to the respective SKAPS
Industries published material specifications for such materials and to be able to withstand normal
weathering for a period of 20 years. Excluded from the warranty given herein shall be any damage
to or failure of the material caused by, but not limited to: acts of God; casualty; catastrophe or severe
weather conditions, such as earthquakes, tornadoes, hurricanes, floods, high winds, piercing hail,
lightening and fire; the exposure of the material to sharp objects, harmful chemicals, acids, gases or
vapors, either known or unknown, or combinations as being harmful thereto; physical abuse to the
material caused by vandalism, sabotage, machinery, equipment, people and animals; damage to the
material during the transportation, unloading, handling, storage or installation thereof by parties
other than SKAPS Industries; excessive pressure or stress from any source, both above and below
the material; after installation; subsidence or sub-grade settlement; improper site preparation and
engineering, and any use of the material which the manufacturer never intended. As used
throughout this warranty, the term "sale" shall mean the date on which the material is shipped from
SKAPS Industries manufacturing facility.

Should any significant deterioration or premature loss in use of the material occur during the term
hereof which is believed to be covered by this warranty, then SKAPS Industries shall be given
prompt written notice of the alleged claim within 30 days after such facts are first observed. Said
notice shall be sent by registered or certified mail, return receipt requested, and addressed to
SKAPS Industries, Geomembrane Liner Division, 571 Industrial Parkway, Commerce, GA 30529.
Should the investigation by SKAPS Industries conclude that any loss of use is the results of a
manufacturing defect or other warrantable cause, SKAPS Industries will provide replacement
material on a pro-rata basis at the then current market price for the materials.

The warranty described above is strictly limited to sales of the material for commercial or industrial
uses only in accordance with SKAPS Industries published material specifications. Said warranty
also is the sole and exclusive warranty given for such material and all other warranties; either
expressed or implied, including but not limited to any warranty of merchantability or fitness for a
particular purpose, are hereby disclaimed. In no event shall SKAPS Industries be liable for any
direct, indirect, incidental, specific or consequential damages of any kind or any loss or profits
resulting from failure of the material or the breach of this warranty; it being further understood that
should said warranty fail in its essential propose, and in that event only, SKAPS Industries liability
hereunder shall in no event exceed the sales price of the material actually received from SKAPS by
the Original Purchaser thereof.

Said warranty is not effective until all payments due to SKAPS Industries, for materials shipped, are
paid in full.

Perry Vyas

President
SKAPS Industries
HDPE / LLDPE Installation Manual

Page 18 of 19 ECApplications.com

Appendix B Sample Installation Warranty

ECA STANDARD 1 YEAR LIMITED WARRANTY

HDPE / LLDPE Installation Manual

Page 19 of 19 ECApplications.com

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
November 28, 2023
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
435-716-9756 714-921-9848 X 102
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
Schedules and Drawings.
1. Detailed installation schedule
2. Installation layout drawings
1 Section 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 233195 North Valley LF Project Schedule 91 days Mon 1/22/24Mon 5/6/24
1 Pre-Construction 60 days Mon 1/22/24 Mon 4/1/24
2 Project Submittals 30 days Mon 1/22/24 Mon 2/26/24
3 Material Manufacture 30 days Mon 2/26/24 Mon 4/1/24
4 Construction 31 days Mon 4/1/24 Mon 5/6/24
5 Mobilization to Site 1 day Mon 4/1/24 Mon 4/1/24
6 Setup SWPPPs 4 days Tue 4/2/24 Fri 4/5/24
7 Uncover Tie-In Location 3 days Sat 4/6/24 Tue 4/9/24
8 Excavate Anchor Trench 1.5 days Wed 4/10/24 Thu 4/11/24
9 Deploy GCL 7 days Thu 4/11/24 Fri 4/19/24
10 Deploy HDPE 9 days Fri 4/19/24 Tue 4/30/24
11 Deploy Geocomposite 4.5 days Tue 4/30/24 Sat 5/4/24
12 Backfill Anchor Trench 1 day Mon 5/6/24 Mon 5/6/24
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
Jan 21, '24 Jan 28, '24 Feb 4, '24 Feb 11, '24 Feb 18, '24 Feb 25, '24 Mar 3, '24 Mar 10, '24 Mar 17, '24 Mar 24, '24 Mar 31, '24 Apr 7, '24 Apr 14, '24 Apr 21, '24 Apr 28, '24 May 5, '24 May 12, '24
Task Split Milestone Summary Project Summary Progress Manual Progress
NORTH VALLEY LF
CELL 3 CONSTRUCTION
LINER INSTALLATION SCHEDULE
Project: 233195 North Valley LF Project Schedule
Date: Tue 11/28/23
Page 1 of 1

DRAIN NET SUBMITTALS

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
SUBMITTAL CONTROL FORM
April 12, 2024
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
435-716-9756 714-921-9848 X 102
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
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
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 255 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 4833 lbs 130 MARV
ASTM D 3786 psi 450 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 Inc23239
North Valley LF Cell 3, UTTN 300-2-8
UV Resistance (Certify Only)
Permeability
AOS
Minium average value
Transmissivity measured using water at 21 +2 o C (70 +4 oF) with a gradient of 0.1 and a confining pressure of 10,000 psf
between steel plates after 15 minutes.
Transmissivity measured using water at 21 +2 o C (70 +4 oF) with a gradient of 0.1 and a confining pressure of 10,000 psf
between steel plates after 15 minutes.
Quality Approval
Geotextile data is provided by the supplier.
MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97.5% of all the
test data.
Geotextile and Geonet properties are prior to lamination.
Puncture Resistance
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
April 12, 2024
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:
Mullen Burst
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"
138171010001 2.42 1.75 9.77 x 10⁻⁴ SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010002 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010003 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010004 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010005 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010006 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010007 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010008 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010009 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010010 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010011 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010012 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010013 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010014 2.42 1.75 9.77 x 10⁻⁴SHQX041353 0.9539 0.288 301 2.49 93 3.16 x 10⁻³
138171010015 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010016 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010017 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010018 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010019 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010020 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010021 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010022 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010023 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010024 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Roll Number Thickness
(mils)
Mass Per
Unit Area
(lb/ft2)
North Valley LF Cell 3, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Roll Number Thickness
(mils)
Mass Per
Unit Area
(lb/ft2)
North Valley LF Cell 3, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)
138171010025 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010026 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010027 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010028 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010029 3.05 1.77 9.77 x 10⁻⁴SHQX041353 0.9544 0.282 304 2.58 95 3.16 x 10⁻³
138171010030 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010031 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010032 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010033 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010034 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010035 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010036 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010037 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010038 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010039 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010040 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010041 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010042 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010043 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010044 3.25 1.94 9.77 x 10⁻⁴SHQX041353 0.9541 0.280 298 2.43 91 3.16 x 10⁻³
138171010045 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010046 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010047 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010048 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Roll Number Thickness
(mils)
Mass Per
Unit Area
(lb/ft2)
North Valley LF Cell 3, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)
138171010049 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010050 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010051 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010052 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010053 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010054 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010055 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010056 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010057 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010058 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010059 1.75 3.47 9.77 x 10⁻⁴SHQX041353 0.9543 0.294 287 2.62 98 3.16 x 10⁻³
138171010060 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010061 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010062 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010063 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010064 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010065 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010066 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010067 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010068 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010069 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010070 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010071 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010072 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Roll Number Thickness
(mils)
Mass Per
Unit Area
(lb/ft2)
North Valley LF Cell 3, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)
138171010073 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010074 2.41 3.29 9.77 x 10⁻⁴SHQX041353 0.9540 0.292 297 2.44 96 3.16 x 10⁻³
138171010075 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010076 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010077 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010078 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010079 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010080 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010081 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010082 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010083 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010084 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010085 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010086 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010087 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010088 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010089 1.87 2.15 9.77 x 10⁻⁴SHQX041353 0.9542 0.281 303 2.52 92 3.16 x 10⁻³
138171010090 1.89 3.70 10.4 x 10⁻⁴ SHQX041353 0.9544 0.285 305 2.46 86 2.65 x 10⁻³
138171010091 1.89 3.70 10.4 x 10⁻⁴SHQX041353 0.9544 0.285 305 2.46 86 2.65 x 10⁻³
138171010092 1.89 3.70 10.4 x 10⁻⁴SHQX041353 0.9544 0.285 305 2.46 86 2.65 x 10⁻³
138171010093 1.89 3.70 10.4 x 10⁻⁴SHQX041353 0.9544 0.285 305 2.46 86 2.65 x 10⁻³
138171010094 1.89 3.70 10.4 x 10⁻⁴SHQX041353 0.9544 0.285 305 2.46 86 2.65 x 10⁻³
138171010095 1.89 3.70 10.4 x 10⁻⁴SHQX041353 0.9544 0.285 305 2.46 86 2.65 x 10⁻³
138171010096 1.89 3.70 10.4 x 10⁻⁴SHQX041353 0.9544 0.285 305 2.46 86 2.65 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Product:
Project :
Side "A" Side "B"
Ply Adhesion
(lb/in)
We hereby certify the following test results for the above referenced product/project :
Roll Number Thickness
(mils)
Mass Per
Unit Area
(lb/ft2)
North Valley LF Cell 3, UT
Resin Lot
Number
Carbon
Black
(%)
Geonet
Transmissivity
(m2/sec)
Density
(g/cm3)
TN 300-2-8
Tensile
Strength
MD
(lb/in)
Geocomposite
Transmissivity
(m2/sec)
138171010097 1.89 3.70 10.4 x 10⁻⁴SHQX041353 0.9544 0.285 305 2.46 86 2.65 x 10⁻³
138171010098 1.89 3.70 10.4 x 10⁻⁴SHQX041353 0.9544 0.285 305 2.46 86 2.65 x 10⁻³
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Customer Name :EC Applications Inc
Project Name :North Valley LF Cell 3, UT
Geocomposite Manufacturer :SKAPS Industries
Geocomposite Production Plant :Commerce, GA
Geocomposite Brand Name :TN 300-2-8
Density ASTM D1505 g/cm3 0.9541 0.9494
Melt flow Index ASTM D1238(a)g/10 min 0.35 0.29
(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
SHQX041353
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 300-2-8Project :North Valley LF Cell 3, UT
Side A 8.47 228 72 236 85 102 135 145 459 80 102 0.41 1.36
Side B 8.45 234 73 242 80 103 145 144 460 80 100 0.42 1.34
Side A 8.16 226 70 231 76 98 134 148 462 80 102 0.41 1.36
Side B 8.24 231 67 243 83 96 132 150 457 80 102 0.41 1.36
Side A 8.14 225 75 234 78 105 148 140 463 80 102 0.41 1.36
Side B 8.47 228 72 236 85 102 135 145 459 80 102 0.41 1.36
Side A 8.27 232 68 244 79 95 138 143 465 80 102 0.41 1.36
Side B 8.16 226 70 231 76 98 134 148 462 80 102 0.41 1.36
138171010060
138171010090
PUNCTURE
lbs.
MULLEN
psi
138171010030
138171010001
GEOCOMP
ROLL#
PERM-
ITY
sec-1
PERM-
ABL
cm/sec
AOS
us sieve
GRAB
lbs.
(XMD)
GRAB
ELG %
(XMD)
WATER-
FLOW
gpm/ft2
Geotextile Certification
GRAB
lbs.
(MD)
GRAB
ELG %
(MD)
TRAP
lbs.
(MD)
WEIGHT
oz/yd2
We hereby certify the following test results for the above referenced product/project :
TRAP
lbs.
(XMD)
FABRIC
SIDE
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
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
November 28, 2023
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
435-716-9756 714-921-9848 X 102
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
Geocomposite: Material Specification Sheet 1 Section 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)
Carbon Black ASTM D 4218 % 2.0 MAV
Tensile Strength ASTM D 7179 lb/in (kN/m) 65 (11.35) 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) 29.00 (6.0 x 10
-3)MAV
Composite
Ply Adhesion ASTM D 7005 lb/in (g/cm) 1.0 (178) MAV
Transmissivity(1)ASTM D 4716 gal/min/ft (m2/sec) 3.38 (7.0 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.
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 0.1 and a confining pressure of 10,000 psf (479 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 data.
SKAPS Industries, 571 Industrial Pkwy., Commerce, GA 30529, Ph: [phone], Fax: [phone], E-mail: [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
November 28, 2023
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
435-716-9756 714-921-9848 X 102
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
Geocomposite: Schedule and Drawings 1 Section 4.5 Subsection 4.5.03 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 233195 North Valley LF Project Schedule 91 days Mon 1/22/24Mon 5/6/24
1 Pre-Construction 60 days Mon 1/22/24 Mon 4/1/24
2 Project Submittals 30 days Mon 1/22/24 Mon 2/26/24
3 Material Manufacture 30 days Mon 2/26/24 Mon 4/1/24
4 Construction 31 days Mon 4/1/24 Mon 5/6/24
5 Mobilization to Site 1 day Mon 4/1/24 Mon 4/1/24
6 Setup SWPPPs 4 days Tue 4/2/24 Fri 4/5/24
7 Uncover Tie-In Location 3 days Sat 4/6/24 Tue 4/9/24
8 Excavate Anchor Trench 1.5 days Wed 4/10/24 Thu 4/11/24
9 Deploy GCL 7 days Thu 4/11/24 Fri 4/19/24
10 Deploy HDPE 9 days Fri 4/19/24 Tue 4/30/24
11 Deploy Geocomposite 4.5 days Tue 4/30/24 Sat 5/4/24
12 Backfill Anchor Trench 1 day Mon 5/6/24 Mon 5/6/24
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
Jan 21, '24 Jan 28, '24 Feb 4, '24 Feb 11, '24 Feb 18, '24 Feb 25, '24 Mar 3, '24 Mar 10, '24 Mar 17, '24 Mar 24, '24 Mar 31, '24 Apr 7, '24 Apr 14, '24 Apr 21, '24 Apr 28, '24 May 5, '24 May 12, '24
Task Split Milestone Summary Project Summary Progress Manual Progress
NORTH VALLEY LF
CELL 3 CONSTRUCTION
LINER INSTALLATION SCHEDULE
Project: 233195 North Valley LF Project Schedule
Date: Tue 11/28/23
Page 1 of 1

APPENDIX C – MATERIAL APPROVALS

GCL APPROVALS

MEMORANDUM

To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: December 7, 2023
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #21 – GCL Material Specification Sheet

IGES has reviewed EC Applications Submittal #21 for the GCL products to be used on the
Cell 3 lining project at the North Valley Landfill.

Based on the submittal the GCL material is as required (as long as the GCL is reinforced
and it does appear that it is a reinforced GCL) in the specifications and may therefore be
shipped to the site for inspection and acceptance prior to installation on the project.
Please have contractor confirm that the GCL proposed is reinforced.

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.

Brett Mickelson, P.E.
MEMORANDUM
To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: April 15, 2024
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #22 – GCL

IGES has reviewed EC Applications Submittal #22 for the GCL to be used on the Cell 3
lining project at the North Valley Landfill.

Based on the submittal the information provided is as required in the specifications.

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.

Brett Mickelson, P.E.

MEMORANDUM

To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: December 7, 2023
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #24 – GCL Panel Layout

IGES has reviewed EC Applications Submittal #24 for the GCL products to be used on the
Cell 3 lining project at the North Valley Landfill.

Based on the submittal the information provided is as required in the specifications.

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.

Brett Mickelson, P.E.

HDPE APPROVALS

MEMORANDUM

To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: December 7, 2023
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #1 – Geomembrane Product Specifications

IGES has reviewed EC Applications Submittal #1 for the Geomembrane Product to be
used on the Cell 3 lining project at the North Valley Landfill.

Based on the submittal the material is in compliance with the specifications and may
therefore be shipped to the site for inspection and acceptance prior to installation on
the project.

We appreciate the opportunity to be of service on this project. Should you have any
questions regarding the information in this letter, please do not hesitate to contact me.

Brett Mickelson, P.E.
MEMORANDUM
To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: April 15, 2024
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #2 – Resin Data

IGES has reviewed EC Applications Submittal #2 for the resin to be used on the Cell 3
lining project at the North Valley Landfill.

Based on the submittal the information provided is as required in the specifications.

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.

Brett Mickelson, P.E.
MEMORANDUM
To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: April 15, 2024
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #3 – Geomembrane Roll

IGES has reviewed EC Applications Submittal #3 for the geomembrane roll to be used on
the Cell 3 lining project at the North Valley Landfill.

Based on the submittal the information provided is as required in the specifications.

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.

Brett Mickelson, P.E.

MEMORANDUM

To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: December 7, 2023
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #6 – Geomembrane Delivery, Handling, and
Storage

IGES has reviewed EC Applications Submittal #6 for the Geomembrane Product to be
used on the Cell 3 lining project at the North Valley Landfill.

Based on the submittal the procedures provided are in compliance with the
specifications.

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.

Brett Mickelson, P.E.

MEMORANDUM

To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: December 7, 2023
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #7 – Geomembrane Installation Instructions

IGES has reviewed EC Applications Submittal #7 for the Geomembrane Product to be
used on the Cell 3 lining project at the North Valley Landfill.

Based on the submittal the procedures provided are in compliance with the
specifications.

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.

Brett Mickelson, P.E.

MEMORANDUM

To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: December 7, 2023
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #8 – Geomembrane Sample Warranties

IGES has reviewed EC Applications Submittal #8 for the Geomembrane Product to be
used on the Cell 3 lining project at the North Valley Landfill.

Based on the submittal the information provided is in compliance with the
specifications.

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.

Brett Mickelson, P.E.

MEMORANDUM

To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: December 7, 2023
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #10 – Geomembrane Construction Schedule
and Layout Drawing

IGES has reviewed EC Applications Submittal #10 for the Geomembrane Product to be
used on the Cell 3 lining project at the North Valley Landfill.

Based on the submittal the information provided is as required in the specifications.

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.

Brett Mickelson, P.E.

DRAIN NET APPROVALS

MEMORANDUM

To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: December 7, 2023
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #15 – Geocomposite Material Specification
Sheet

IGES has reviewed EC Applications Submittal #15 for the Geocomposite products to be
used on the Cell 3 lining project at the North Valley Landfill.

Based on the submittal the material is as required in the specifications and may
therefore be shipped to the site for inspection and acceptance prior to installation on
the project.

We appreciate the opportunity to be of service on this project. Should you have any
questions regarding the information in this letter, please do not hesitate to contact me.

Brett Mickelson, P.E.
MEMORANDUM
To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: April 15, 2024
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #16 – Geocomposite

IGES has reviewed EC Applications Submittal #16 for the geocomposite to be used on
the Cell 3 lining project at the North Valley Landfill.

Based on the submittal the information provided is as required in the specifications.

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.

Brett Mickelson, P.E.

MEMORANDUM

To: Tyler Richards
Logan City

From: Brett Mickelson. P.E.
IGES, Inc.

Date: December 7, 2023
Subject: North Valley Landfill – Cell #3
EC Applications Submittal #17 – Geocomposite Installation Schedule
and Drawings

IGES has reviewed EC Applications Submittal #17 for the Geocomposite products to be
used on the Cell 3 lining project at the North Valley Landfill.

Based on the submittal the information provided is as required in the specifications.

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.

Brett Mickelson, P.E.

APPENDIX D – MATERIAL ACCEPTANCE

APPENDIX E – QA FIELD DOCUMENTATION

SUBGRADE ACCEPTANCE

DAILY FIELD LOGS

COVER SOIL INSPECTION

520
0
52
1
0
52
2
0
523
0
52
4
0
52
0
0
5
2
1
0
5
2
2
0
52
3
0
52
4
0
5
2
5
0
5
2
6
0
5
2
7
0
5
2
8
0
5
2
9
0
5
3
0
0
5
3
1
0
5
3
2
0
5
3
3
0
5
3
4
0
5
3
5
0
-30.6%
-4.6%
10.00C3-ANCHOR
20.00
C3-ANCHOR
30.00
C3-ANCHOR
CELL LINE
R
_
P
I
-
E
X
I
S
T

T
O

N
E
W
5186.37
CELL LINE
R
_
T
R
E
N
C
H

C
R
E
S
T
5187.04
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5193.05CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5197.05
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5200.87
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5204.94
CELL LINE
R
_
T
R
E
N
C
H

C
R
E
S
T
5209.16CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5213.36
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5217.68CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5221.99
CELL LINE
R
_
T
R
E
N
C
H

C
R
E
S
T
5225.33CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5228.07
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5230.68CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5233.01
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
-
T
O
E

S
L
O
P
E
5233.84
CELL LINE
R
_
T
R
E
N
C
H

C
R
E
S
T
5245.78
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5257.48
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5269.83
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5283.42
CELL LINE
R
_
T
R
E
N
C
H

C
R
E
S
T
5295.94
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5308.06
CELL LINE
R
_
T
R
E
N
C
H

C
R
E
S
T
5318.95
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5329.27
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5339.78
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5347.48
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
-
T
O
P
5349.33
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5347.86
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5346.55
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5345.11
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5343.08
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5340.91
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5337.58
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5336.15
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5334.81
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5333.38
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5331.73
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5328.26
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5324.77
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5321.45
CELL LINE
R
_
T
R
E
N
C
H

C
R
E
S
T
5317.75
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5313.97
CELL LINER
_
T
R
E
N
C
H

C
R
E
S
T
5310.96
CELL LINE
R
_
T
R
E
N
C
H

C
R
E
S
T
-
O
L
D

T
O

N
E
W

P
I
5309.05
CELL LINE
R
-
O
L
D

T
O

N
E
W

P
I
5292.07
CELL LINER
-
O
L
D

T
O

N
E
W

P
I
5274.20
CELL LINER
-
O
L
D

T
O

N
E
W

P
I
5255.60
CELL LINER
-
O
L
D

T
O

N
E
W

P
I
_
T
O
E
5237.00
CELL LINE
R
-
O
L
D

T
O

N
E
W

P
I
5230.95
CELL LINE
R
-
O
L
D

T
O

N
E
W

P
I
5225.27
CELL LINER
-
O
L
D

T
O

N
E
W

P
I
5219.68
CELL LINE
R
-
O
L
D

T
O

N
E
W

P
I
5215.95
CELL LINE
R
-
O
L
D

T
O

N
E
W

P
I
5210.84
CELL LINER
-
O
L
D

T
O

N
E
W

P
I
5205.10
CELL LINER
-
O
L
D

T
O

N
E
W

P
I
5199.35
CELL LINE
R
-
O
L
D

T
O

N
E
W

P
I
5193.54
CELL LINER
-
O
L
D

T
O

N
E
W

P
I
5188.68
CELL LINE
R
-
T
O
E5242.74
CELL LINER
-
T
O
E5242.19
CELL LINER
-
T
O
E5239.93
CELL LINER
-
T
O
E5235.67
CELL LINE
R
-
T
O
E5233.77
CELL LINE
R
-
T
O
E5233.62
CELL LINER
-
T
O
E5233.96
CELL LINE
R
-
T
O
E5234.25
CELL LINER
-
T
O
E5233.74
CELL LINER
-
B
L
15224.55
CELL LINE
R
-
B
L
15223.61
CELL LINER
-
B
L
15222.57
CELL LINE
R
-
B
L
15222.46
CELL LINER
-
B
L
15222.44
CELL LINER
-
B
L
25206.47
CELL LINER
-
B
L
25208.85
CELL LINER
-
B
L
25212.08
CELL LINER
-
B
L
25215.30
CELL LINER
-
B
L
25219.76CELL LINER
-
B
L
25222.33
CELL LINER
-
B
L
25223.66
CELL LINER
-
B
L
25225.28
CELL LINER
-
B
L
25226.05
CELL LINE
R
-
B
L
25228.09
CELL LINER
-
B
L
25230.47
CELL LINER
-
B
L
25232.94
CELL LINER
-
B
L
25236.48
CELL LINER
-
B
L
25238.95
CELL LINER
-
B
L
35232.88
CELL LINER
-
B
L
35233.25
CELL LINER
-
B
L
35234.05
CELL LINER
-
B
L
35233.78
CELL LINER
-
B
L
45243.19
CELL LINE
R
-
B
L
45244.21
CELL LINER
-
B
L
45244.20
CELL LINER
-
B
L
45244.38
CELL LINE
R
-
B
L
45244.23
CELL LINE
R
-
B
L
45243.24
CELL LINER
-
B
L
55266.27
CELL LINE
R
-
B
L
55274.33
CELL LINER
-
B
L
55275.67
CELL LINER
-
B
L
55277.24CELL LINER
-
B
L
65277.88
CELL LINER
-
B
L
65285.81
CELL LINE
R
-
B
L
65293.94
CELL LINE
R
-
B
L
75282.32
CELL LINER
-
B
L
75290.02
CELL LINER
-
B
L
75293.97
CELL LINER
-
B
L
75305.43
CELL LINER
-
B
L
75317.00
CELL LINER
-
B
L
75335.81
CELL LINER5302.05
CELL LINER5299.93
CELL LINE
R5299.11
CELL LINER5298.61
CELL LINER5279.53
CELL LINER5274.84
CELL LINE
R5271.15
CELL LINER5266.29
CELL LINER5262.41
CELL LINER5260.97
CELL LINER5284.68
CELL LINER5294.10
CELL LINER5232.11
CELL LINER5230.12
CELL LINE
R5228.17
CELL LINER5227.30
CELL LINE
R5214.42
CELL LINE
R5210.41
CELL LINER5204.93
5195.17
5200.37
5207.66
5214.22
5218.96
5223.47
5229.21
5233.59
5238.91
5248.03
5245.38
5240.44
5240.42
5240.40
5234.30
5227.67 5224.71
5215.99
5203.82
5196.56
5201.28
5208.48
5215.74
5222.35
5232.12
5237.27
5236.23
5235.92
5232.20
5232.27
5225.53
5227.08
5219.94
5212.26
5202.92
5197.41
CHECKED BY:
COPYRIGHT:
DESIGNED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO.:
REFERENCE:
TOPOGRAPHY AND LANDFILL AERIAL IMAGERY FROM CLIENT SURVEY (June 2023)
COVER
PROTECTIVE
DATE DESCRIPTION
ISSUE:
SHEET TITLE
MARK
1
2702 South 1030 West, Suite 10
Salt Lake City, Utah 84119
[phone] Fax: [phone]
01/06/24 PROTECTIVE CVR AS-BUILT-
NORTH VALLEY LANDFILL
BACKGROUND IMAGERY, 2021 NAIP (UTAH GEOGRAPHIC RESEARCH CENTER)
PROPERTY
BOUNDARY
CELL 3
LINER
CELL 1 & 2
LINERS (EXISTING)
CELL 3
CELL 1 & 2
(EXISTING)
PERIMETER ACCESS ROAD
Feet
0 50 100
X:\PROJECTS\00386 LOGAN CITY\024 NORTH VALLEY PERMIT RENEWAL\CELL 3\2024 CELL 3 AS-BUILT\NVLF CELL 3_LINER AS BUILT.DWG
CELL 3 PROTECTIVE
COVER (3.08-6.0 FT)
CELL 3 PROTECTIVE
COVER (6.0-9.35 FT)

APPENDIX F – QC DOCUMENTATION

HDPE PLACEMENT

Primary X Cell X
Job # Secondary Pond
Superintendent:Pad
Material Type:4
Description:
Totals to Date 418,041.50 5,910.00 423,951.50
Panel
#Roll Stock #Deploy
Date
Width 1
(Angle)
Side 1
Length
(Angle)
Width 2 Side 2
Length
LF in
Trench Panel Total SF SF In Trench
Total SF
(Pay Area)
1 3119002512 4/24/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
2 3119002522 4/24/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
3 3119002514 4/25/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
4 3119002515 4/25/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
5 3119002493 4/25/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
6 3119002517 4/30/24 23.50 291.00 23.50 265.00 23.50 6,533.00 94.00 6,627.00
7 3119002482 4/30/24 23.50 265.00 23.50 240.00 23.50 5,933.75 94.00 6,027.75
8 3119002482 4/30/24 23.50 240.00 23.50 212.00 23.50 5,311.00 94.00 5,405.00
9 3119002490 4/30/24 23.50 212.00 23.50 186.00 23.50 4,676.50 94.00 4,770.50
10 3119002517 4/30/24 23.50 186.00 23.50 160.00 23.50 4,065.50 94.00 4,159.50
11 3119002495 4/30/24 23.50 160.00 23.50 136.00 23.50 3,478.00 94.00 3,572.00
12 3119002495 4/30/24 23.50 136.00 23.50 110.00 23.50 2,890.50 94.00 2,984.50
13 3119002495 4/30/24 23.50 110.00 23.50 86.00 23.50 2,303.00 94.00 2,397.00
14 3119002495 4/30/24 23.50 86.00 23.50 58.00 23.50 1,692.00 94.00 1,786.00
15 3119002488 4/30/24 23.50 58.00 23.50 28.00 23.50 1,010.50 94.00 1,104.50
16 3119002488 4/30/24 27.00 28.00 23.50 28.00 27.00 707.00 108.00 815.00
17 3119002494 4/30/24 23.50 386.00 23.50 356.00 23.50 8,718.50 94.00 8,812.50
18 3119002489 5/1/24 23.50 408.00 23.50 386.00 23.50 9,329.50 94.00 9,423.50
19 3119002520 5/1/24 23.50 429.00 23.50 408.00 23.50 9,834.75 94.00 9,928.75
20 3119002504 5/1/24 23.50 450.00 23.50 429.00 23.50 10,328.25 94.00 10,422.25
21 3119002507 5/1/24 23.50 471.00 23.50 450.00 23.50 10,821.75 94.00 10,915.75
22 3119002483 5/1/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
23 3119002526 5/2/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
24 3119002491 5/2/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
25 3119002506 5/2/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
26 3119002486 5/2/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
27 3119002508 5/2/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
28 3119002519 5/2/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
29 3119002487 5/2/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
30 3119002513 5/3/24 23.50 495.00 23.50 400.00 23.50 10,516.25 94.00 10,610.25
31 3119002496 5/3/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
32 3119002525 5/3/24 23.50 400.00 23.50 310.00 23.50 8,342.50 94.00 8,436.50
33 3119002503 5/4/24 23.50 310.00 23.50 207.00 23.50 6,074.75 94.00 6,168.75
34 3119002524 5/4/24 23.50 207.00 23.50 120.00 23.50 3,842.25 94.00 3,936.25
35 3119002524 5/4/24 23.50 60.00 23.50 60.00 23.50 1,410.00 94.00 1,504.00
36 3119002524 5/4/24 23.50 60.00 23.50 27.00 23.50 1,022.25 94.00 1,116.25
37 3119002524 5/4/24 16.00 27.00 16.00 216.00 64.00 280.00
38 3119002484 5/4/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
39 3119002494 5/10/24 23.50 76.00 23.50 71.00 23.50 1,727.25 94.00 1,821.25
40 3119002500 5/10/24 23.50 495.00 23.50 495.00 23.50 11,632.50 94.00 11,726.50
41 3119002488 5/10/24 23.50 85.00 23.50 51.00 23.50 1,598.00 94.00 1,692.00
42 3119002518 5/10/24 23.50 489.00 23.50 489.00 23.50 11,491.50 94.00 11,585.50
43 3119002489 5/10/24 23.50 60.00 23.50 20.00 23.50 940.00 94.00 1,034.00
44 3119002516 5/10/24 23.50 482.00 23.50 482.00 23.50 11,327.00 94.00 11,421.00
45 3119002504 5/10/24 23.50 26.00 23.50 26.00 23.50 611.00 94.00 705.00
Panel Placement Log
Project Name:North Valley LF Cell 3
233195
Juan Ocampo
60 Mil HDPE Textured Depth & Width of AT
46 3119002499 5/10/24 23.50 482.00 23.50 457.00 23.50 11,033.25 94.00 11,127.25
47 3119002485 5/10/24 23.50 457.00 23.50 424.00 23.50 10,351.75 94.00 10,445.75
48 3119002510 5/11/24 23.50 424.00 23.50 397.00 23.50 9,646.75 94.00 9,740.75
49 3119002509 5/11/24 23.50 357.00 23.50 357.00 23.50 8,389.50 94.00 8,483.50
50 3119002520 5/11/24 23.50 42.00 23.50 3.00 23.50 528.75 94.00 622.75
51 3119002505 5/11/24 23.50 306.00 23.50 306.00 23.50 7,191.00 94.00 7,285.00
52 3119002510 5/11/24 23.50 59.00 23.50 19.00 23.50 916.50 94.00 1,010.50
53 3119002488 5/11/24 23.50 325.00 23.50 304.00 23.50 7,390.75 94.00 7,484.75
54 3119002511 5/11/24 23.50 304.00 23.50 270.00 23.50 6,744.50 94.00 6,838.50
55 3119002490 5/16/24 23.50 277.00 23.50 250.00 23.50 6,192.25 94.00 6,286.25
56 3119002524 5/16/24 23.50 224.00 23.50 195.00 23.50 4,923.25 94.00 5,017.25
57 3119002510 5/16/24 23.50 58.00 23.50 22.00 23.50 940.00 94.00 1,034.00
58 3119002505 5/16/24 23.50 163.00 23.50 156.00 23.50 3,748.25 94.00 3,842.25
59 3119002503 5/16/24 23.50 22.00 23.50 17.00 23.50 458.25 94.00 552.25
60 3119002511 5/16/24 23.50 156.00 23.50 116.00 23.50 3,196.00 94.00 3,290.00
61 3119002509 5/16/24 23.50 161.00 23.50 69.00 23.50 2,702.50 94.00 2,796.50
62 3119002509 5/16/24 24.00 30.00 24.00 360.00 96.00 456.00
63 3119002516 5/16/24 24.00 38.00 24.00 456.00 96.00 552.00
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HDPE TRIAL WELD

1
Job #
X PPI
X PPI
PPI
Operator Mach Mach Mach Preheat Amb Test
Name / ID No Speed Temp Temp Temp 12345 12345 12345Results
A
B
A 152 123 136 128 113
B 122 112 132 117 125
A
B
A 126 119 124 128 133
B 122 124 111 113 105
A
B
A 102 123 134 119 122
B 127 115 111 123 118
A 133 126 114 120 112
B 128 120 108 149 131
A 129 94 142 142 109
B 121 119 117 129 116
A 125 109 129 119 129
B 120 113 117 127 141
A 125 117 129 134 132
B 129 125 119 130 111
A
B
A 113 124 132 137 120
B 122 123 118 113 106
A 102 119 117 103 107
B 119 118 101 137 116
A 118 109 112 125 125
B 110 104 106 117 117
A
B
A 111 119 128 132 116
B 118 119 114 109 110
A 109 117 116 125 114
B 109 112 110 107 105
ECApplications
Preweld Test Report
Project Name:
Material Type:Pond 78
233195 Juan OcampoSuperintendent:North Valley LF Cell 3
5/3/24 8:10 DANIEL GARCIA 966 12 840
Weld Date Weld
Time
Job Description:Cell 91
Reported By :Daniel Martinez
Pass152 1604/24/24 13:20 RAUL MADRIGAL 577
60 Mil HDPE Textured
179 177 182700 129 140 132
168
120Shear Test Minimum
Peel Test Fusion Minimum
Peel Test Extrusion Minimum
Secondary
Primary
Pad
168
550 158 159 158
Peel Extrusion Shear
700
Peel Wedge
107 109 113
840
162 168
138 139 172
166
Pass
5/2/24 13:55 JUAN ROSAS 966 12 157 169 167 Pass
5/2/24 14:05 RAUL MADRIGAL 577 Pass550
185 Pass
5/2/24 14:00 DANIEL GARCIA 1018 13 840 163 169 173
5/2/24 8:33 JUAN ROSAS 966 12 840 188 182 192 188
193 Pass
5/2/24 8:30 RAUL MADRIGAL 577 550 700 127 113 117 113 115 195 189 179 187 186 Pass
5/2/24 8:10 DANIEL GARCIA 1018 13 840 190 188 196 201
178 Pass
5/1/24 8:55 JUAN ROSAS 966 13 840 170 175 182 167 169 Pass
4/30/24 16:34 DANIEL GARCIA 176 170 169
172 Pass
4/30/24 10:18 DANIEL GARCIA 1018 14 820 170 164 173 170 Pass
4/30/24 9:37 JUAN ROSAS 966 14 820 173 173 175 177
110 121
16486 86 108 91 172 163 168 153 Pass
152
139
Pass
1239 470 400
820
110 145108 141
169
132 Pass
Pass
4/30/24 9:30 RAUL MADRIGAL 577 550 700 96
4/25/24 8:35 JUAN ROSAS 966 14 167 166 181 176
4/24/24 15:50 VICTOR VAZQUEZ 97 98 102
4/24/24 14:46 JUAN ROSAS 966 14 820 146 150 155 160
169 174
139
172
966 13 820 172
183 Pass169 171
Pass
5/4/24 8:30 DANIEL GARCIA 966 13 840
184 186 194 192 189
2
Job #
X PPI
X PPI
PPI
Operator Mach Mach Mach Preheat Amb Test
Name / ID No Speed Temp Temp Temp 12345 12345 12345Results
ECApplications
Preweld Test Report
Project Name:
Material Type:Pond 78
233195 Juan OcampoSuperintendent:North Valley LF Cell 3
Weld Date Weld
Time
Job Description:Cell 91
Reported By :Daniel Martinez
60 Mil HDPE Textured
120Shear Test Minimum
Peel Test Fusion Minimum
Peel Test Extrusion Minimum
Secondary
Primary
Pad
Peel Extrusion ShearPeel Wedge
A
B
A
B
A 115 125 153 133 112
B 125 131 121 119 140
A 130 114 136 110 125
B 124 118 117 125 112
A 105 115 122 109 106
B 116 101 109 96 98
A 133 138 110 121 140
B 142 139 132 137 143
A 119 112 102 114 109
B 105 97 98 103 110
A 135 130 109 107 108
B 118 142 123 117 123
A
B
A
B
A 113 110 124 108 119
B 118 120 123 104 115
A 124 123 121 123 128
B 120 120 112 122 122
A
B
A
B
A 115 113 117 116 120
B 123 116 122 117 116
A 140 140 132 139 144
B 148 137 133 148 139
A 110 121 154 109 111
B 112 116 112 105 115
Pass
5/9/24 7:25/24 RAUL MADRIGAL 577 550 700 104
123 172 178 174 182 177700 116 131 143 1345/4/24 10:40 RAUL MADRIGAL 577 550
163 179 169 Pass
5/10/24 8:00 DANIEL GARCIA 1018 13 840
90 111 124 197 160 166
183 184 187 Pass
5/10/24 14:15 DANIEL GARCIA 1018 14 840
183 185
Pass
5/10/24 9:27 JUAN ROSAS 966 13 840
191 188 188 191 190
Pass
5/10/24 14:20 DANIEL GARCIA 1018
143 155 158 149 161
163 167 154 Pass
5/10/24 14:15 JUAN ROSAS 966
154 161
171 170 168 Pass
5/10/24 14:35 OSCAR OCHOA 577 550
162 151
Pass
5/10/24 14:20 JUAN ROSAS 966
149 161 160 163 168
Pass
5/11/24 7:30 OSCAR OCHOA 577 550 700 130
117 153 154 152 153 152700 102 114 120 121
162 159 170 Pass
5/11/24 7:45 JUAN ROSAS 966 13 840
131 145 138 138 174 157
165 164 160 Pass
5/11/24 9:10 OSCAR OCHOA 239 480
163 166
Pass
5/11/24 7:50 DANIEL GARCIA 1018 13 840
166 171 166 169 168
Pass
5/11/24 13:31 OSCAR OCHOA 239 480 420 142
147 173 172 172 168 172420 148 152 146 140
171 166 163 Pass
5/11/24 13:24 JUAN ROSAS 966 13 840
145 140 149 147 162 164
156 156 162 Pass
5/11/24 13:45 DANIEL GARCIA 1018 14 840
152 156
Pass
5/11/24 13:55 DANIEL GARCIA 1018 13 840
149 148 158 155 148
Pass151 145 151 151 147
13 840
13 840
13 840
3
Job #
X PPI
X PPI
PPI
Operator Mach Mach Mach Preheat Amb Test
Name / ID No Speed Temp Temp Temp 12345 12345 12345Results
ECApplications
Preweld Test Report
Project Name:
Material Type:Pond 78
233195 Juan OcampoSuperintendent:North Valley LF Cell 3
Weld Date Weld
Time
Job Description:Cell 91
Reported By :Daniel Martinez
60 Mil HDPE Textured
120Shear Test Minimum
Peel Test Fusion Minimum
Peel Test Extrusion Minimum
Secondary
Primary
Pad
Peel Extrusion ShearPeel Wedge
A
B
A
B
A 107 112 105 106 100
B 102 118 110 105 111
A 100 101 96 96 105
B 95 102 103 104 125
A
B
A 119 115 109 115 119
B 120 121 118 119 165
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
5/13/24 7:11 OSCAR OCHOA 577 550 700 109
700 105 81 82 86
181 174 184 Pass
5/14/24 8:13 OSCAR OCHOA 577 550
93 123 107 111 160 170
162 151 158 Pass
5/16/24 11:10 JUAN ROSAS 966 13 840
151 156
Pass
5/16/24 9:15 DANIEL GARCIA 1018 13 840
91 173 169 172 179 176
Pass
5/16/24 14:30 RAUL MADRIGAL 577 550 700 133
140 142 146 151 148
167 153 157 Pass
5/16/24 14:00 DANIEL GARCIA 1018 12 840
119 136 125 126 154 153
172 163 175 Pass120 121 119 115 179 174
Pass
5/17/24 7:15 OSCAR OCHOA 577 550 700 109
167 158 154 161 157

HDPE PANEL SEAMING
&
NON-DESTRUCTIVE TESTING

1
Job #
Primary X Pond - PSI
Secondary Cell X Minutes
Pad - PSI
Weld Seam Weld Operator Mach Mach Mach Preheat Ambient Test Test PSI Time PSI PSI Test
Date Length Time Name / ID Number Speed Temp Temp Temp Date Type IN (Mins) OUT Loss Results
4/24/24 EXT P1 495 14:30 RAUL MADRIGAL 577 550 700 4/24/24 Vacuum Pass
4/24/24 P1 P2 495 14:25 JUAN ROSAS 966 14 820 4/25/24 Air Test 30530 Pass
4/25/24 P2 P3 495 8:51 JUAN ROSAS 966 14 820 4/25/24 Air Test 30530 Pass
4/25/24 P3 P4 495 10:15 JUAN ROSAS 966 14 820 4/25/24 Air Test 30530 Pass
4/25/24 P4 P5 495 11:23 JUAN ROSAS 966 14 820 4/25/24 Air Test 30530 Pass
4/30/24 P5 P6 291 10:53 JUAN ROSAS 966 14 820 4/30/24 Air Test 30530 Pass
4/30/24 P6 P7 265 11:25 DANIEL GARCIA 1018 14 820 4/30/24 Air Test 30530 Pass
4/30/24 P7 P8 240 11:53 JUAN ROSAS 966 14 820 4/30/24 Air Test 30530 Pass
4/30/24 P8 P9 212 14:20 DANIEL GARCIA 108 14 820 4/30/24 Air Test 30530 Pass
4/30/24 P9 P10 186 14:25 JUAN ROSAS 966 14 820 4/30/24 Air Test 305291Pass
4/30/24 P10 P11 160 14:54 DANIEL GARCIA 1018 14 820 4/30/24 Air Test 30530 Pass
4/30/24 P11 P12 136 14:55 JUAN ROSAS 966 14 820 4/30/24 Air Test 30530 Pass
4/30/24 P12 P13 110 15:20 DANIEL GARCIA 1018 14 820 4/30/24 Air Test 30530 Pass
4/30/24 P13 P14 86 15:33 JUAN ROSAS 966 14 820 4/30/24 Air Test 305291Pass
4/30/24 P14 P15 58 16:00 DANIEL GARCIA 1018 14 820 4/30/24 Air Test 30530 Pass
4/30/24 P15 P16 28 16:08 DANIEL GARCIA 1018 14 820 4/30/24 Air Test 30530 Pass
Seam
Number
Fusion LF Weld Total To Date1,097 19,755 Total LF of Welding to Date Combined 18,658 Extrusion LF Weld Total To Date
Air Pressure Test
Air Pressure Hold Time
Allowable Air Pressure Loss 3
Job Description:
Reported By
30
5
60 Mil HDPE TexturedMaterial Type:
Daniel Martinez
ECApplications
Seam Control Form
Project Name:North Valley LF Cell 3 233195 Superintendent:Juan Ocampo
2
Job #
Primary X Pond - PSI
Secondary Cell X Minutes
Pad - PSI
Weld Seam Weld Operator Mach Mach Mach Preheat Ambient Test Test PSI Time PSI PSI Test
Date Length Time Name / ID Number Speed Temp Temp Temp Date Type IN (Mins) OUT Loss Results
Seam
Number
Fusion LF Weld Total To Date1,097 19,755 Total LF of Welding to Date Combined 18,658 Extrusion LF Weld Total To Date
Air Pressure Test
Air Pressure Hold Time
Allowable Air Pressure Loss 3
Job Description:
Reported By
30
5
60 Mil HDPE TexturedMaterial Type:
Daniel Martinez
ECApplications
Seam Control Form
Project Name:North Valley LF Cell 3 233195 Superintendent:Juan Ocampo
4/30/24 P16 P17 27 17:35 DANIEL GARCIA 966 14 820 5/1/24 Air Test 30530 Pass
4/30/24 P6 P17 33 18:05 DANIEL GARCIA 966 13 840 5/1/24 Air Test 30530 Pass
4/30/24 P7 P17 33 18:03 DANIEL GARCIA 966 13 840 5/1/24 Air Test 30530 Pass
4/30/24 P8 P17 33 18:00 DANIEL GARCIA 966 13 840 5/1/24 Air Test 30530 Pass
4/30/24 P9 P17 33 17:56 DANIEL GARCIA 966 13 840 5/1/24 Air Test 30530 Pass
4/30/24 P10 P17 23 17:53 DANIEL GARCIA 966 13 840 5/1/24 Air Test 30530 Pass
4/30/24 P11 P17 33 17:51 DANIEL GARCIA 966 13 840 5/1/24 Air Test 30530 Pass
4/30/24 P12 P17 33 17:48 DANIEL GARCIA 966 13 840 5/1/24 Air Test 30530 Pass
4/30/24 P13 P17 33 17:45 DANIEL GARCIA 966 13 840 5/1/24 Air Test 30530 Pass
4/30/24 P14 P17 33 17:42 DANIEL GARCIA 966 13 840 5/1/24 Air Test 30530 Pass
4/30/24 P15 P17 33 17:39 DANIEL GARCIA 966 13 840 5/1/24 Air Test 30530 Pass
4/30/24 P17 P10 10 17:53 DANIEL GARCIA 966 13 840 5/1/24 Air Test 30530 Pass
5/1/24 P17 P18 386 9:10 JUAN ROSAS 966 13 840 5/1/24 Air Test 30530 Pass
5/1/24 P18 P19 408 10:00 JUAN ROSAS 966 13 840 5/2/24 Air Test 30530 Pass
5/1/24 P19 P20 429 11:03 JUAN ROSAS 966 13 840 5/2/24 Air Test 30530 Pass
5/1/24 P20 P21 450 14:17 JUAN ROSAS 966 13 840 5/2/24 Air Test 30530 Pass
3
Job #
Primary X Pond - PSI
Secondary Cell X Minutes
Pad - PSI
Weld Seam Weld Operator Mach Mach Mach Preheat Ambient Test Test PSI Time PSI PSI Test
Date Length Time Name / ID Number Speed Temp Temp Temp Date Type IN (Mins) OUT Loss Results
Seam
Number
Fusion LF Weld Total To Date1,097 19,755 Total LF of Welding to Date Combined 18,658 Extrusion LF Weld Total To Date
Air Pressure Test
Air Pressure Hold Time
Allowable Air Pressure Loss 3
Job Description:
Reported By
30
5
60 Mil HDPE TexturedMaterial Type:
Daniel Martinez
ECApplications
Seam Control Form
Project Name:North Valley LF Cell 3 233195 Superintendent:Juan Ocampo
5/1/24 P21 P22 471 16:45 JUAN ROSAS 966 13 840 5/2/24 Air Test 30530 Pass
5/2/24 P22 P23 495 9:40 DANIEL GARCIA 1018 13 840 5/2/24 Air Test 30530 Pass
5/2/24 P23 P24 495 10:12 JUAN ROSAS 966 13 840 5/2/24 Air Test 30530 Pass
5/2/24 P24 P25 495 11:40 DANIEL GARCIA 1018 13 840 5/2/24 Air Test 30530 Pass
5/2/24 P25 P26 495 14:15 JUAN ROSAS 966 13 840 5/2/24 Air Test 30530 Pass
5/2/24 P26 P27 495 14:23 DANIEL GARCIA 1018 13 840 5/2/24 Air Test 30530 Pass
5/2/24 P27 P28 495 16:30 JUAN ROSAS 966 13 840 5/2/24 Air Test 30530 Pass
5/2/24 P28 P29 495 17:30 DANIEL GARCIA 966 13 840 5/2/24 Air Test 30530 Pass
5/3/24 P29 P30 495 8:40 DANIEL GARCIA 966 13 840 5/2/24 Air Test 30530 Pass
5/3/24 P30 P31 495 10:30 DANIEL GARCIA 966 13 840 5/2/24 Air Test 30530 Pass
5/3/24 P31 P32 400 11:38 DANIEL GARCIA 966 13 840 5/2/24 Air Test 30530 Pass
5/4/24 P32 P33 310 10:25 DANIEL GARCIA 966 13 840 5/9/24 Air Test 30530 Pass
5/4/24 P33 P34 207 11:10 DANIEL GARCIA 966 13 840 5/9/24 Air Test 30530 Pass
5/4/24 P34 P35 60 14:06 DANIEL GARCIA 966 13 840 5/9/24 Air Test 30530 Pass
5/4/24 P34 P36 57 14:15 DANIEL GARCIA 966 13 840 5/9/24 Air Test 30530 Pass
5/4/24 P35 P36 23.5 14:00 DANIEL GARCIA 966 13 840 5/9/24 Air Test 30530 Pass
4
Job #
Primary X Pond - PSI
Secondary Cell X Minutes
Pad - PSI
Weld Seam Weld Operator Mach Mach Mach Preheat Ambient Test Test PSI Time PSI PSI Test
Date Length Time Name / ID Number Speed Temp Temp Temp Date Type IN (Mins) OUT Loss Results
Seam
Number
Fusion LF Weld Total To Date1,097 19,755 Total LF of Welding to Date Combined 18,658 Extrusion LF Weld Total To Date
Air Pressure Test
Air Pressure Hold Time
Allowable Air Pressure Loss 3
Job Description:
Reported By
30
5
60 Mil HDPE TexturedMaterial Type:
Daniel Martinez
ECApplications
Seam Control Form
Project Name:North Valley LF Cell 3 233195 Superintendent:Juan Ocampo
5/4/24 P36 P37 27 14:32 DANIEL GARCIA 966 13 840 5/9/24 Air Test 30530 Pass
5/10/24 P37 P38 11 17:58 OSCAR OCHOA 577 550 700 5/12/24 Vacuum Pass
5/10/24 P38 P40 498 9:57 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P40 P42 489 10:33 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P42 P44 482 11:45 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P44 P46 482 15:28 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P46 P47 457 16:30 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P38 P39 19 8:58 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 305291Pass
5/10/24 P40 P41 23.5 9:25 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P42 P43 23.5 10:54 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P44 P45 23.5 12:25 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P38 P41 14 15:14 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P39 P41 71 10:38 JUAN ROSAS 966 13 840 5/12/24 Air Test 305291Pass
5/10/24 P40 P43 9 11:18 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P41 P43 51 11:17 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P42 P45 482 12:27 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5
Job #
Primary X Pond - PSI
Secondary Cell X Minutes
Pad - PSI
Weld Seam Weld Operator Mach Mach Mach Preheat Ambient Test Test PSI Time PSI PSI Test
Date Length Time Name / ID Number Speed Temp Temp Temp Date Type IN (Mins) OUT Loss Results
Seam
Number
Fusion LF Weld Total To Date1,097 19,755 Total LF of Welding to Date Combined 18,658 Extrusion LF Weld Total To Date
Air Pressure Test
Air Pressure Hold Time
Allowable Air Pressure Loss 3
Job Description:
Reported By
30
5
60 Mil HDPE TexturedMaterial Type:
Daniel Martinez
ECApplications
Seam Control Form
Project Name:North Valley LF Cell 3 233195 Superintendent:Juan Ocampo
5/10/24 P43 P45 20 12:28 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P46 P47 457 16:30 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P47 P48 424 9:35 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P48 P49 357 10:15 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P49 P51 306 11:25 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P51 P53 306 14:33 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P53 P54 304 14:50 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P49 P50 23.5 12:10 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P48 P50 42 10:58 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P50 P52 3 12:26 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P51 P52 23.5 12:15 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P49 P52 56 11:48 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P52 P53 19 15:02 JUAN ROSAS 966 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P31 P47 22 16:32 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P30 P47 5 16:30 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P30 P48 13 16:29 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
6
Job #
Primary X Pond - PSI
Secondary Cell X Minutes
Pad - PSI
Weld Seam Weld Operator Mach Mach Mach Preheat Ambient Test Test PSI Time PSI PSI Test
Date Length Time Name / ID Number Speed Temp Temp Temp Date Type IN (Mins) OUT Loss Results
Seam
Number
Fusion LF Weld Total To Date1,097 19,755 Total LF of Welding to Date Combined 18,658 Extrusion LF Weld Total To Date
Air Pressure Test
Air Pressure Hold Time
Allowable Air Pressure Loss 3
Job Description:
Reported By
30
5
60 Mil HDPE TexturedMaterial Type:
Daniel Martinez
ECApplications
Seam Control Form
Project Name:North Valley LF Cell 3 233195 Superintendent:Juan Ocampo
5/11/24 P29 P48 10 16:28 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P29 P49 12 16:27 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P28 P49 11 16:26 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P28 P51 16 16:26 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P27 P51 12 16:24 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P27 P53 11 16:23 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/11/24 P26 P53 12 16:22 DANIEL GARCIA 1018 13 840 5/12/24 Air Test 30530 Pass
5/10/24 P41 EXT 43 16:00 OSCAR OCHOA 577 550 700 5/13/14 Vacuum Pass
5/10/24 P43 EXT 45 16:57 OSCAR OCHOA 577 550 700 5/13/14 Vacuum Pass
5/10/24 P45 EXT 32 17:35 OSCAR OCHOA 577 550 700 5/13/14 Vacuum Pass
5/10/24 P44 EXT 11 17:53 OSCAR OCHOA 577 550 700 5/13/14 Vacuum Pass
5/10/24 P46 EXT 45 18:05 OSCAR OCHOA 577 550 700 5/13/14 Vacuum Pass
5/10/24 P47 EXT 45 18:25 OSCAR OCHOA 577 550 700 5/13/14 Vacuum Pass
5/11/24 P48 EXT 44 15:50 OSCAR OCHOA 239 480 420 5/13/14 Vacuum Pass
5/11/24 P50 EXT 44 16:30 OSCAR OCHOA 239 480 420 5/13/14 Vacuum Pass
5/11/24 P52 EXT 48 16:50 OSCAR OCHOA 239 480 420 5/13/14 Vacuum Pass
7
Job #
Primary X Pond - PSI
Secondary Cell X Minutes
Pad - PSI
Weld Seam Weld Operator Mach Mach Mach Preheat Ambient Test Test PSI Time PSI PSI Test
Date Length Time Name / ID Number Speed Temp Temp Temp Date Type IN (Mins) OUT Loss Results
Seam
Number
Fusion LF Weld Total To Date1,097 19,755 Total LF of Welding to Date Combined 18,658 Extrusion LF Weld Total To Date
Air Pressure Test
Air Pressure Hold Time
Allowable Air Pressure Loss 3
Job Description:
Reported By
30
5
60 Mil HDPE TexturedMaterial Type:
Daniel Martinez
ECApplications
Seam Control Form
Project Name:North Valley LF Cell 3 233195 Superintendent:Juan Ocampo
5/12/24 P53 EXT 43 9:40 OSCAR OCHOA 577 550 700 5/13/14 Vacuum Pass
5/13/24 P54 EXT 35 11:00 OSCAR OCHOA 577 550 700 5/13/14 Vacuum Pass
5/16/24 P54 P55 277 15:05 DANIEL GARCIA 1018 13 840 5/16/24 Air Test 30530 Pass
5/16/24 P55 P56 190 11:30 JUAN ROSAS 966 13 840 5/16/24 Air Test 30530 Pass
5/16/24 P56 P57 23.5 11:32 DANIEL GARCIA 1018 13 840 5/16/24 Air Test 30530 Pass
5/16/24 P56 P58 186 11:30 JUAN ROSAS 966 13 840 5/16/24 Air Test 30530 Pass
5/16/24 P57 P59 60 11:18 DANIEL GARCIA 1018 13 840 5/16/24 Air Test 30530 Pass
5/16/24 P58 EXT 17 11:38 RAUL MADRIGAL 577 550 700 5/17/24 Vacuum Pass
5/16/24 P55 EXT 45 15:14 RAUL MADRIGAL 577 550 700 5/17/24 Vacuum Pass
5/16/24 P57 EXT 47 15:30 RAUL MADRIGAL 577 550 700 5/17/24 Vacuum Pass
5/16/24 P59 EXT 33 16:00 RAUL MADRIGAL 577 550 700 5/17/24 Vacuum Pass
5/16/24 P58 EXT 14 16:17 RAUL MADRIGAL 577 550 700 5/17/24 Vacuum Pass
5/16/24 P57 P59 22 11:46 DANIEL GARCIA 1018 13 840 5/16/24 Air Test 30530 Pass
5/16/24 P56 P59 9 11:53 JUAN ROSAS 966 13 840 5/16/24 Air Test 30530 Pass
5/16/24 P58 P60 156 14:54 DANIEL GARCIA 1018 13 840 5/16/24 Air Test 30530 Pass
5/16/24 P60 P61 104 15:30 DANIEL GARCIA 1018 13 840 5/16/24 Air Test 30530 Pass
8
Job #
Primary X Pond - PSI
Secondary Cell X Minutes
Pad - PSI
Weld Seam Weld Operator Mach Mach Mach Preheat Ambient Test Test PSI Time PSI PSI Test
Date Length Time Name / ID Number Speed Temp Temp Temp Date Type IN (Mins) OUT Loss Results
Seam
Number
Fusion LF Weld Total To Date1,097 19,755 Total LF of Welding to Date Combined 18,658 Extrusion LF Weld Total To Date
Air Pressure Test
Air Pressure Hold Time
Allowable Air Pressure Loss 3
Job Description:
Reported By
30
5
60 Mil HDPE TexturedMaterial Type:
Daniel Martinez
ECApplications
Seam Control Form
Project Name:North Valley LF Cell 3 233195 Superintendent:Juan Ocampo
5/16/24 P61 P63 46 15:40 JUAN ROSAS 966 13 840 5/16/24 Air Test 30530 Pass
5/16/24 P61 P62 20 15:50 DANIEL GARCIA 1018 13 840 5/16/24 Air Test 30530 Pass
5/16/24 P1 P62 19 16:20 DANIEL GARCIA 1018 12 840 5/17/24 Air Test 30530 Pass
5/16/24 P2 P62 10 16:22 DANIEL GARCIA 1018 12 840 5/18/24 Air Test 30530 Pass
5/16/24 P2 P61 15 16:23 DANIEL GARCIA 1018 12 840 5/19/24 Air Test 30530 Pass
5/16/24 P3 P61 12 16:27 DANIEL GARCIA 1018 12 840 5/20/24 Air Test 30530 Pass
5/16/24 P3 P60 12 16:42 DANIEL GARCIA 1018 12 840 5/21/24 Air Test 30530 Pass
5/16/24 P4 P60 15 14:43 DANIEL GARCIA 1018 12 840 5/22/24 Air Test 30530 Pass
5/16/24 P4 P58 9 16:45 DANIEL GARCIA 1018 12 840 5/23/24 Air Test 30530 Pass
5/16/24 P5 P58 21 16:46 DANIEL GARCIA 1018 12 840 5/24/24 Air Test 30530 Pass
5/16/24 P23 P56 23 17:00 DANIEL GARCIA 1018 12 840 5/25/24 Air Test 30530 Pass
5/16/24 P24 P55 23 17:02 DANIEL GARCIA 1018 12 840 5/26/24 Air Test 30530 Pass
5/16/24 P25 P54 23 17:10 DANIEL GARCIA 1018 12 840 5/27/24 Air Test 30530 Pass

HDPE DESTRUCTIVE TESTING

1
Job #
X PPI
X PPI
PPI
DS Weld Operator Mach Mach Mach Preheat Amb Test
No Date Name / ID No Speed Temp Temp Temp 12345 12345 12345Result
A
B
A 122 114 112 112 124
B 118 112 117 111 122
A 127 118 121 116 126
B 112 117 115 113 114
A 127 123 124 121 119
B 116 115 111 112 126
A 120 113 129 119 125
B 127 124 132 125 119
A 108 108 105 107 112
B 110 111 92 122 105
A 112 125 129 112 110
B 117 109 103 100 111
A 109 117 114 112 109
B 116 101 98 114 123
A 117 118 127 102 108
B 111 125 119 102 109
A 102 106 110 118 124
B 99 119 107 126 112
A 123 107 118 109 102
B 118 110 104 105 118
A 126 105 107 124 113
B 111 128 124 108 101
A 102 103 1089 127 121
B 105 128 112 121 125
A 103 109 102 109 105
B 113 113 109 116 119
A 119 123 126 111 105
B 121 115 117 101 98
A 127 132 127 118 101
B 111 105 102 102 118
North Valley LF Cell 3
60 Mil HDPE Textured
Daniel Martinez
185 174 178 172 Pass5/2/24 184
Pass178169 161 191 175
DANIEL GARCIA 1018 14 840
Pass
5/2/24 JUAN ROSAS 966 14 840
175
165164 159 181 179
178 150 156
Pass
5/2/24 DANIEL GARCIA 1018 14 840 168
Pass
5/1/24 JUAN ROSAS 966 12 840
169
162182 165 159 172
173 181 169 169
Pass
5/1/24 JUAN ROSAS 966 12 840
Pass
5/1/24 JUAN ROSAS 966 12 840
169
181180 186 169 174
175 182 182 173
Pass
5/1/24 JUAN ROSAS 966 12 840
Pass
4/30/24 DANIEL GARCIA 966 12 840
170
158165 169 172 169
168 169 174 168
Pass
4/30/24 DANIEL GARCIA 1018 13 820
Pass
4/30/24 DANIEL GARCIA 1018 14 820
154
189176 192 170 187
130 155 165 160
Pass
4/30/24 DANIEL GARCIA 1018 14 820
Pass
4/25/24 JUAN ROSAS 966 14 820
196
190188 199 190 194
198 190 189 201
Pass
4/25/24
Pass105 149
JUAN ROSAS 966 14 820
Pass
4/25/24 JUAN ROSAS 966 14 820
2084/25/24 JUAN ROSAS 966 14 820
Material Type:
Job Description:
78
Secondary Cell Peel Test Fusion Minimum 91
Primary Pond Peel Test Extrusion Minimum
206212 208 205 211
199 192 195 198
142 123 125EXIS 1
Reported By :
Seam
Number
1
ECApplications
Destructive Sample Information
233195 Superintendent:Juan Ocampo
2P1P2
3P2P3
4P3P4
5P4P5
Peel Extrusion Peel Wedge Shear
4/24/24 RAUL MADRIGAL 577 550 700
Pad Shear Test Minimum 120
Project Name:
6P6P7
7P8P9
8P12P13
9P10P17
10 P17 P18
11 P19 P20
12 P20 P21
13 P21 P22
14 P22 P23
15 P23 P24
16 P24 P25
2
Job #
X PPI
X PPI
PPI
DS Weld Operator Mach Mach Mach Preheat Amb Test
No Date Name / ID No Speed Temp Temp Temp 12345 12345 12345Result
North Valley LF Cell 3
60 Mil HDPE Textured
Daniel Martinez
Material Type:
Job Description:
78
Secondary Cell Peel Test Fusion Minimum 91
Primary Pond Peel Test Extrusion Minimum
Reported By :
Seam
Number
ECApplications
Destructive Sample Information
233195 Superintendent:Juan Ocampo
Peel Extrusion Peel Wedge Shear
Pad Shear Test Minimum 120
Project Name:
A 109 114 119 108 101
B 114 123 134 119 122
A 125 115 111 123 118
B 118 129 96 134 132
A 131 129 120 114 142
B 110 102 123 134 119
A 101 127 115 117 119
B 98 109 128 119 129
A 114 119 122 108 119
B 124 98 102 109 112
A 111 102 113 109 100
B 117 110 103 123 121
A 106 112 131 127 111
B 112 101 114 112 102
A 111 119 129 114 118
B 121 111 108 119 114
A 123 108 112 98 115
B 107 126 129 108 94
A 119 113 99 105 105
B 104 94 102 98 109
A 115 100 118 117 116
B 95 122 114 109 116
A 102 95 114 116 95
B 120 107 107 108 112
A 111 112 122 107 112
B 112 98 97 113 93
A 98 118 102 101 109
B 111 103 110 107 111
A 103 98 108 111 98
B 99 99 101 101 96
A 104 104 103 98 109
B 103 108 108 103 110
Pass146 144 141 147 141
142 Pass
32 P51 P53 5/11/24 JUAN ROSAS 966 14 840
146 140 143 150840
148 151 Pass
31 P49 P52 5/11/24 JUAN ROSAS 966 14
142 142 14914 84030 P48 P49 5/11/24 DANIEL GARCIA 1018
154 150 152 150 147 Pass
Pass
29 P47 48 5/11/24 JUAN ROSAS 966 14 840
151 152 151 148 150
150 Pass
28 P46 P47 5/10/24 DANIEL GARCIA 1018 14 840
144 152 155 155840
151 149 Pass
27 P42 P44 5/10/24 JUAN ROSAS 966 14
153 156 15714 84026 P40 P42 5/10/24 DANIEL GARCIA 1018
151 146 156 150 153 Pass
Pass
25 P38 P40 5/10/24 JUAN ROSAS 966 14 840
170 169 165 158 174
169 Pass
24 P33 P34 5/4/24 DANIEL GARCIA 966 14 840
168 175 175 169840
181 172 Pass
23 P31 P32 5/3/24 DANIEL GARCIA 966 14
178 183 18314 84022 P30 P31 5/3/24 DANIEL GARCIA 966
190 193 186 189 170 Pass
Pass
21 P29 P30 5/3/24 DANIEL GARCIA 966 14 840
158 178 162 164 185
18 P26 P27 5/2/24 DANIEL GARCIA 1018
174 Pass
20 P28 P29 5/2/24 DANIEL GARCIA 966 14 840
176 169 180 179840
162 178 Pass
19 P27 P28 5/2/24 JUAN ROSAS 966 14
174 174 17014 840
168 Pass5/2/24 JUAN ROSAS 966 14 179165 158 16884017 P25 P26
3
Job #
X PPI
X PPI
PPI
DS Weld Operator Mach Mach Mach Preheat Amb Test
No Date Name / ID No Speed Temp Temp Temp 12345 12345 12345Result
North Valley LF Cell 3
60 Mil HDPE Textured
Daniel Martinez
Material Type:
Job Description:
78
Secondary Cell Peel Test Fusion Minimum 91
Primary Pond Peel Test Extrusion Minimum
Reported By :
Seam
Number
ECApplications
Destructive Sample Information
233195 Superintendent:Juan Ocampo
Peel Extrusion Peel Wedge Shear
Pad Shear Test Minimum 120
Project Name:
A 104 108 117 113 103
B 120 114 105 105 120
A 100 110 102 105 102
B 123 104 92 100 102
A 110 106 114 107 116
B 104 111 103 114 110
A 124 138 121 111 109
B 109 124 113 102 121
A
B
A 120 132 117 102 107
B 104 113 128 111 119
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
160 158 Pass157 154 16712 84038 P54 P24 5/16/24 DANIEL GARCIA 1018
167 162 166 161 164 Pass141 165 97 113 112
Pass
37 P57 EXIST 5/16/24 RAUL MADRIGAL 577 550 700
161 151 157 154 167
164 Pass
36 P2 P61 5/16/24 DANIEL GARCIA 1018 12 840
155 143 152 159840
148 144 Pass
35 P60 P61 5/16/24 DANIEL GARCIA 1018 13
153 157 14413 84034 P55 P57 5/16/24 DANIEL GARCIA 1018
143 140 145 139 138 Pass33 P54 P55 5/16/24 DANIEL GARCIA 1018 13 840

HDPE REPAIR
1
Superintendent:
X
BOS - Beginning of Seam Test Type Abbrv.
CR FS --Failed Seam MatD LL CF EOS - End of Seam Vacuum *S=South
DS WR --Wrinkle WS MD PB
TOS - Toe of Seam Air Test *N=North
SI --Subgrade Irregularity AV --Airvent RW DO BO SJ - Seam Joint Spark *W=West
SJ AO --Add On CS AT ANT - Anchor Trench Air Lance *E=East
Repair Damage Seam Panel Repair Test Test Date
Number Code Number Number Type Type Results Complete
1 DS/1 EXIST/P1 P 6 x 2 4/30/24 RAUL MADRIGAL 577 Vacuum Pass 4/30/24
2DO EXIST P3x 2 4/30/24 RAUL MADRIGAL 577 Vacuum Pass 4/30/24
3DO EXIST P2x 2 4/30/24 RAUL MADRIGAL 577 Vacuum Pass 4/30/24
4 DS-2 P1/P2 P 6 x 2 4/30/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
5 DS-3 P2/P3 P 28 x 2 4/30/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
6 DS-4 P3/P4 P 6 x 2 4/30/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
7 DS-5 P4/P5 P 6 x 2 4/30/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
8SJ P5x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
9SJ P5x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
10 SJ P 5 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
11 SJ P 5 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
12 DS-6 P6/P7 P 6 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
13 DS-7 P8/P9 P 6 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
14 SJ P 5 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
15 DS-9 P10/P17 P 5 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
16 SJ P 3 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
17 SJ P 2 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
18 SJ P 3 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
19 DS-8 P12/P13 P 6 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
20 SJ P 5 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/2/24
21 DO P13/P14 P 2 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
Material Type:2185
ECApplications
Daniel Martinez Pad
Cell
Project Name Juan Ocampo
Primary X
233195
Secondary
Pond
North Valley LF Cell 3 Job # :
60 Mil HDPE Textured
78'W/E
P/11/12/17
P/12/13/17
100'W/E
P/13/14/17
200'W/E
P/9/10/17
16'W/E
P/10/11/17
Bead Machine
Number
Date
Welded(Inches)
56'E/W
P/5/6/17
490'W/E
490'W/E
490'W/E
490'W/E
P/6/7/17
P/7/8/17
P/8/9/17
--Lost Lap
--Damage By Others
(Feet)
--Welder Restart
--Roller Wrinkle
Operator Name
--Mechanical Damage
Location
--Seam Joint --Concrete Structure
Patch
198'W/E
208'W/E
--Crease
--Destruct Sample
--Custom Fit
--Pipe Boot
-Air Test
--Burn Out
Repair Types
C--Cap Strip
P--Patch
Damage Codes
--Material Defect
B--Extrusion Bead
470'W/E
Repair Report
Job Description:
Reported by :
2080.00
SF Patch Material
LF Welded
Location Abbreviations
2
Superintendent:
X
BOS - Beginning of Seam Test Type Abbrv.
CR FS --Failed Seam MatD LL CF EOS - End of Seam Vacuum *S=South
DS WR --Wrinkle WS MD PB
TOS - Toe of Seam Air Test *N=North
SI --Subgrade Irregularity AV --Airvent RW DO BO SJ - Seam Joint Spark *W=West
SJ AO --Add On CS AT ANT - Anchor Trench Air Lance *E=East
Repair Damage Seam Panel Repair Test Test Date
Number Code Number Number Type Type Results Complete
Material Type:2185
ECApplications
Daniel Martinez Pad
Cell
Project Name Juan Ocampo
Primary X
233195
Secondary
Pond
North Valley LF Cell 3 Job # :
60 Mil HDPE Textured
Bead Machine
Number
Date
Welded(Inches)
--Lost Lap
--Damage By Others
(Feet)
--Welder Restart
--Roller Wrinkle
Operator Name
--Mechanical Damage
Location
--Seam Joint --Concrete Structure
Patch
--Crease
--Destruct Sample
--Custom Fit
--Pipe Boot
-Air Test
--Burn Out
Repair Types
C--Cap Strip
P--Patch
Damage Codes
--Material Defect
B--Extrusion Bead
Repair Report
Job Description:
Reported by :
2080.00
SF Patch Material
LF Welded
Location Abbreviations
22 DO P14/P17 P 2 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
23 SJ P 5 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
24 SJ P 3 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
25 DO P19/P20 P 2 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
26 AT P20/P21 P 3 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
27 AT P21/P22 P 5 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
28 AT P5/P6 P 8 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
29 DO P4/P5 P 8 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
30 BO P27/P28 P 3 x 2 5/9/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
31 DO P29/P30 P 2 x 2 5/9/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
32 AO P31/P32 P 20 x 8 5/9/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
33 AO P32/P33 P 20 x 8 5/9/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
34 AO P33/P34 P 13 x 8 5/9/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
35 AO P34/P35 P 18 x 8 5/9/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
36 SJ P 3 x 3 5/9/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
37 AO P36/P37 P 10 x 6 5/9/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
38 DS-24 P33/P34 P 6 x 2 5/9/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
39 DS-23 P31/P32 P 6 x 2 5/9/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
40 DS-22 P30/P31 P 6 x 2 5/4/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
41 DS-21 P29/P30 P 6 x 2 5/4/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
42 DS-20 P28/P29 P 6 x 2 5/4/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
10'E/W
P/14/15/17
P/15/16/17
B.O.S.
WAT.B.O.S
WAT.B.O.S
B.O.S.
WAT.B.O.S
WAT.B.O.S
111'W/E
75'W/E
46'W/E
B.O.S.
B.O.S.
P/34/35/36
B.O.S.
37'E/W
380'W/E
375W/E
370'W/E
365'W/E
3
Superintendent:
X
BOS - Beginning of Seam Test Type Abbrv.
CR FS --Failed Seam MatD LL CF EOS - End of Seam Vacuum *S=South
DS WR --Wrinkle WS MD PB
TOS - Toe of Seam Air Test *N=North
SI --Subgrade Irregularity AV --Airvent RW DO BO SJ - Seam Joint Spark *W=West
SJ AO --Add On CS AT ANT - Anchor Trench Air Lance *E=East
Repair Damage Seam Panel Repair Test Test Date
Number Code Number Number Type Type Results Complete
Material Type:2185
ECApplications
Daniel Martinez Pad
Cell
Project Name Juan Ocampo
Primary X
233195
Secondary
Pond
North Valley LF Cell 3 Job # :
60 Mil HDPE Textured
Bead Machine
Number
Date
Welded(Inches)
--Lost Lap
--Damage By Others
(Feet)
--Welder Restart
--Roller Wrinkle
Operator Name
--Mechanical Damage
Location
--Seam Joint --Concrete Structure
Patch
--Crease
--Destruct Sample
--Custom Fit
--Pipe Boot
-Air Test
--Burn Out
Repair Types
C--Cap Strip
P--Patch
Damage Codes
--Material Defect
B--Extrusion Bead
Repair Report
Job Description:
Reported by :
2080.00
SF Patch Material
LF Welded
Location Abbreviations
43 DS-19 P27/P28 P 6 x 2 5/4/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
44 DS-18 P26/P27 P 6 x 2 5/4/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
45 DS-17 P25/P26 P 6 x 2 5/4/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
46 DS-16 P24/P25 P 6 x 2 5/4/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
47 DS-15 P23/P24 P 6 x 2 5/4/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
48 DS-14 P22/P23 P 6 x 2 5/4/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
49 DS-13 P21/P22 P 6 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
50 DS-12 P20/P21 P 6 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
51 DS-11 P19/P20 P 6 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
52 DS-10 P17/P18 P 6 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/9/24
53 SJ P 13 x 6 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
54 CAP/1 P5/P17 C 22 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
55 BO P5/P18 P 3 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
56 SJ P 3 x 3 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
57 SJ P 7 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
58 SJ P 2 x 2 5/2/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
59 SJ P 3 x 3 5/9/24 RAUL MADRIGAL 577 Vacuum Pass 5/4/24
60 SJ P 7 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
61 SJ P 2 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
62 SJ P 2 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
63 SJ P 3 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
355'W/E
350'W/E
345'W/E
320'W/E
380'W/E
33'E/W
360'W/E
P/34/40/42
B.O.S.
16'W/E
P/5/18/19
P/5/19/20
P/36/38/40
P/34/36/40
P/5/20/21
P/5/21/22
P/38/37/36
P/5/17/18
340'W/E
350'W/E
300'W/E
4
Superintendent:
X
BOS - Beginning of Seam Test Type Abbrv.
CR FS --Failed Seam MatD LL CF EOS - End of Seam Vacuum *S=South
DS WR --Wrinkle WS MD PB
TOS - Toe of Seam Air Test *N=North
SI --Subgrade Irregularity AV --Airvent RW DO BO SJ - Seam Joint Spark *W=West
SJ AO --Add On CS AT ANT - Anchor Trench Air Lance *E=East
Repair Damage Seam Panel Repair Test Test Date
Number Code Number Number Type Type Results Complete
Material Type:2185
ECApplications
Daniel Martinez Pad
Cell
Project Name Juan Ocampo
Primary X
233195
Secondary
Pond
North Valley LF Cell 3 Job # :
60 Mil HDPE Textured
Bead Machine
Number
Date
Welded(Inches)
--Lost Lap
--Damage By Others
(Feet)
--Welder Restart
--Roller Wrinkle
Operator Name
--Mechanical Damage
Location
--Seam Joint --Concrete Structure
Patch
--Crease
--Destruct Sample
--Custom Fit
--Pipe Boot
-Air Test
--Burn Out
Repair Types
C--Cap Strip
P--Patch
Damage Codes
--Material Defect
B--Extrusion Bead
Repair Report
Job Description:
Reported by :
2080.00
SF Patch Material
LF Welded
Location Abbreviations
64 SJ P 2 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
65 SJ P 3 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
66 DO P42/P44 P 2 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
67 SJ P 3 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
68 SJ P 2 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
69 SJ P 2 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
70 SJ P 4 x 4 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
71 SJ P 2 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
72 SJ P 10 x 3 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
73 SJ P 8 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
74 SJ P 6 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
75 SJ P 5 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
76 DO P53/P54 P54 P 2 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/12/24
77 DS-25 P38/P40 P 6 x 2 5/13/24 OSCAR OCHOA 239 Vacuum Pass 5/13/24
78 SJ P 7 x 3 5/13/24 OSCAR OCHOA 239 Vacuum Pass 5/13/24
79 SJ P 3 x 3 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
80 SJ P 2 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
81 SJ P 2 x 2 5/10/24 OSCAR OCHOA 577 Vacuum Pass 5/122/24
82 SJ P 2 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/13/24
83 SJ P 2 x 2 5/11/24 OSCAR OCHOA 239 Vacuum Pass 5/13/24
84 DS-26 P40/P42 P 6 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24255'W/E
P/33/34/42
P/38/39/41
P/39/41/EXIST
P/41/43/EXIST
P/40/41/43
P40/42/43
P/38/40/41
P/27/28/49/51
P/26/27/51/53
12'W/E10'S/N
180'W/E
P/29/30/47/48
P/28/29/48/49
6'W/E
P/31/32/47
P/33/44/46
P/31/32/46
P/31/46/47
P/33/42/44
P/32/33/44
5
Superintendent:
X
BOS - Beginning of Seam Test Type Abbrv.
CR FS --Failed Seam MatD LL CF EOS - End of Seam Vacuum *S=South
DS WR --Wrinkle WS MD PB
TOS - Toe of Seam Air Test *N=North
SI --Subgrade Irregularity AV --Airvent RW DO BO SJ - Seam Joint Spark *W=West
SJ AO --Add On CS AT ANT - Anchor Trench Air Lance *E=East
Repair Damage Seam Panel Repair Test Test Date
Number Code Number Number Type Type Results Complete
Material Type:2185
ECApplications
Daniel Martinez Pad
Cell
Project Name Juan Ocampo
Primary X
233195
Secondary
Pond
North Valley LF Cell 3 Job # :
60 Mil HDPE Textured
Bead Machine
Number
Date
Welded(Inches)
--Lost Lap
--Damage By Others
(Feet)
--Welder Restart
--Roller Wrinkle
Operator Name
--Mechanical Damage
Location
--Seam Joint --Concrete Structure
Patch
--Crease
--Destruct Sample
--Custom Fit
--Pipe Boot
-Air Test
--Burn Out
Repair Types
C--Cap Strip
P--Patch
Damage Codes
--Material Defect
B--Extrusion Bead
Repair Report
Job Description:
Reported by :
2080.00
SF Patch Material
LF Welded
Location Abbreviations
85 DS-27 P42/P44 P 6 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
86 DO P42/P44 P 2 x 2 5/11/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
87 SJ P 9 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
88 SJ P 2 x 2 5/12/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
89 SJ P 2 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
90 SJ P 6 x 10 5/10/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
91 DS-28 P46/P47 P 6 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
92 DS-29 P47/P48 P 6 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
93 SJ P 2 x 2 5/10/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
94 SJ P 2 x 2 5/11/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
95 DS-30 P48/P49 P 6 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
96 SJ P 2 x 2 5/11/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
97 SJ P 2 x 2 5/11/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
98 DO P49/P50 P50 P 2 x 2 5/11/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
99 SJ P 7 x 2 5/11/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
100 DS-31 P49/P52 P 6 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
101 SJ P 2 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
102 DS-32 P51/P53 P 6 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
103 SJ P 2 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
104 SJ P 7 x 5 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
105 SJ P 3 x 2 5/13/24 OSCAR OCHOA 577 Vacuum Pass 5/13/24
P/51/52/53
40'E/W
P/50/51/52
11'S/N.6'W/E
P/49/50/EXIST
P/48/49/50
P/48/50/EXIST
P/40/48/EXIST
260'W/E
P/51/52/53
P/53/54/EXIST
165'W/E
P/42/44/43/45
P/43/45/EXIST
270'W/E
435'W/E
P/44/45/EXIST
240'W/E
P/46/47/EXIST
P/44/46/EXIST
325'W/E
6
Superintendent:
X
BOS - Beginning of Seam Test Type Abbrv.
CR FS --Failed Seam MatD LL CF EOS - End of Seam Vacuum *S=South
DS WR --Wrinkle WS MD PB
TOS - Toe of Seam Air Test *N=North
SI --Subgrade Irregularity AV --Airvent RW DO BO SJ - Seam Joint Spark *W=West
SJ AO --Add On CS AT ANT - Anchor Trench Air Lance *E=East
Repair Damage Seam Panel Repair Test Test Date
Number Code Number Number Type Type Results Complete
Material Type:2185
ECApplications
Daniel Martinez Pad
Cell
Project Name Juan Ocampo
Primary X
233195
Secondary
Pond
North Valley LF Cell 3 Job # :
60 Mil HDPE Textured
Bead Machine
Number
Date
Welded(Inches)
--Lost Lap
--Damage By Others
(Feet)
--Welder Restart
--Roller Wrinkle
Operator Name
--Mechanical Damage
Location
--Seam Joint --Concrete Structure
Patch
--Crease
--Destruct Sample
--Custom Fit
--Pipe Boot
-Air Test
--Burn Out
Repair Types
C--Cap Strip
P--Patch
Damage Codes
--Material Defect
B--Extrusion Bead
Repair Report
Job Description:
Reported by :
2080.00
SF Patch Material
LF Welded
Location Abbreviations
106 DS-33 P54/P55 P 6 x 2 5/16/24 RAUL MADRIGAL 107 Vacuum Pass 5/17/24
107 SJ P 5 x 5 5/16/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
108 SJ P 4 x 2 5/16/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
109 DS-34 P55/P57 P 6 x 2 5/16/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
110 DS-37 P57/EXIS P 6 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
111 SJ P 4 x 2 5/16/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
112 SJ P 9 x 3 5/16/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
113 SJ P 2 x 2 5/16/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
114 SJ P 2 x 2 5/16/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
115 SJ P 2 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
116 DS-35 P60/P61 P 6 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
117 SJ P 3 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
118 SJ P 2 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
119 SJ P 3 x 3 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
120 SJ P 14 x 3 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
121 SJ P 2 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
122 DS-36 P2/P61 P 9 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
123 SJ P 6 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
124 SJ P 3 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
125 SJ P 3 x 3 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
126 SJ P 3 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
P/60/61/3
5'N/S
P/2/3/61
P/4/5/60
P/0/61/EXISTENTE
P/58/59/EXISTENTE
P/58/60/EXISTENTE
85'W/E
P/56/57/58/59
P/57/59/EXISTENTE
8'E/W
P/55/56/57
P/1/2/62
P/58/60/3
P/61/63/EXISTENTE
P/61/62/63
P/61/1/EXISTENTE
P/55/57/EXISTENTE
50'W/E
40'W/E
P/54/55/EXISTENTE
7
Superintendent:
X
BOS - Beginning of Seam Test Type Abbrv.
CR FS --Failed Seam MatD LL CF EOS - End of Seam Vacuum *S=South
DS WR --Wrinkle WS MD PB
TOS - Toe of Seam Air Test *N=North
SI --Subgrade Irregularity AV --Airvent RW DO BO SJ - Seam Joint Spark *W=West
SJ AO --Add On CS AT ANT - Anchor Trench Air Lance *E=East
Repair Damage Seam Panel Repair Test Test Date
Number Code Number Number Type Type Results Complete
Material Type:2185
ECApplications
Daniel Martinez Pad
Cell
Project Name Juan Ocampo
Primary X
233195
Secondary
Pond
North Valley LF Cell 3 Job # :
60 Mil HDPE Textured
Bead Machine
Number
Date
Welded(Inches)
--Lost Lap
--Damage By Others
(Feet)
--Welder Restart
--Roller Wrinkle
Operator Name
--Mechanical Damage
Location
--Seam Joint --Concrete Structure
Patch
--Crease
--Destruct Sample
--Custom Fit
--Pipe Boot
-Air Test
--Burn Out
Repair Types
C--Cap Strip
P--Patch
Damage Codes
--Material Defect
B--Extrusion Bead
Repair Report
Job Description:
Reported by :
2080.00
SF Patch Material
LF Welded
Location Abbreviations
127 SJ P 2 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
128 SJ P 5 x 5 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
129 SJ P 3 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
130 DS-38 P24/P55 P 6 x 2 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
131 SJ P 8 x 8 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
132 SJ P 8 x 8 5/17/24 OSCAR OCHOA 577 Vacuum Pass 5/17/24
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
P/25/26/53/54
P/56/58/5/23/22
12'N/S
P/23/24/56
P/24/25/54/55
P/4/5/58

APPENDIX G – AS BUILT DRAWINGS
& CERTIFICATES

DATE:
SUBMITTAL NO.: 14
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
June 18, 2024
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
435-716-9756 714-921-9848 X 102
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
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.
1 Section 4.4.03 E 1 to 4
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

650 N. Batavia Street Orange, California 92868
Office [phone] Fax [phone]
www.ECApplications.com

June 18, 2024

Logan City
Attn: Mr. Tyler Richards, P.E
290 North 100 West
Logan, UT

RE: North Valley Landfill Cell 3 Liner Installation - Geomembrane Certifications

Dear Mr. Richards,

Erosion Control Applications certify that the geomembrane has been installed in accordance
with the contract documents per section 4.4 High-Density Polyethylene Geomembrane Liner.

Ruben Brito

Project Coordinator

011904

20 Years Material Warranty Letter
Project: North Valley LF Cell 3, UT (PO # 23239)
Material: SKAPS Geomembrane HD-60T2 24
Application: Buried

Warranty start date: June 18, 2024

To Whom It May Concern

SKAPS Industries, Geomembrane Liner Division, hereby warrants that, at the time of manufacture,
all SKAPS Industries manufactured Geomembrane materials will conform to the respective SKAPS
Industries published material specifications for such materials and to be able to withstand normal
weathering for a period of 20 years. Excluded from the warranty given herein shall be any damage
to or failure of the material caused by, but not limited to: acts of God; casualty; catastrophe or severe
weather conditions, such as earthquakes, tornadoes, hurricanes, floods, high winds, piercing hail,
lightening and fire; the exposure of the material to sharp objects, harmful chemicals, acids, gases or
vapors, either known or unknown, or combinations as being harmful thereto; physical abuse to the
material caused by vandalism, sabotage, machinery, equipment, people and animals; damage to the
material during the transportation, unloading, handling, storage or installation thereof by parties
other than SKAPS Industries; excessive pressure or stress from any source, both above and below
the material; after installation; subsidence or sub-grade settlement; improper site preparation and
engineering, and any use of the material which the manufacturer never intended. As used
throughout this warranty, the term "sale" shall mean the date on which the material is shipped from
SKAPS Industries manufacturing facility.

Should any significant deterioration or premature loss in use of the material occur during the term
hereof which is believed to be covered by this warranty, then SKAPS Industries shall be given
prompt written notice of the alleged claim within 30 days after such facts are first observed. Said
notice shall be sent by registered or certified mail, return receipt requested, and addressed to
SKAPS Industries, Geomembrane Liner Division, 571 Industrial Parkway, Commerce, GA 30529.
Should the investigation by SKAPS Industries conclude that any loss of use is the results of a
manufacturing defect or other warrantable cause, SKAPS Industries will provide replacement
material on a pro-rata basis at the then current market price for the materials.

The warranty described above is strictly limited to sales of the material for commercial or industrial
uses only in accordance with SKAPS Industries published material specifications. Said warranty also
is the sole and exclusive warranty given for such material and all other warranties; either expressed
or implied, including but not limited to any warranty of merchantability or fitness for a particular
purpose, are hereby disclaimed. In no event shall SKAPS Industries be liable for any direct, indirect,
incidental, specific or consequential damages of any kind or any loss or profits resulting from failure
of the material or the breach of this warranty; it being further understood that should said warranty
fail in its essential propose, and in that event only, SKAPS Industries liability hereunder shall in no
event exceed the sales price of the material actually received from SKAPS by the Original Purchaser
thereof.

Said warranty is not effective until all payments due to SKAPS Industries, for materials shipped, are
paid in full.

Perry Vyas
President
SKAPS Industries
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
June 18, 2024
233195
North Valley Landfill Cell 3 Liner
Installation
Logan City EC Applications
Tyler Richards, P.E Ruben Brito
290 North 100 West 901 E. Orangethorpe Ave.
Logan, UT Anaheim, CA 92801
435-716-9756 714-921-9848 X 102
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
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
1 Section 4.5 Subsection 4.5.03 D
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

650 N. Batavia Street Orange, California 92868
Office [phone] Fax [phone]
www.ECApplications.com

June 18, 2024

Logan City
Attn: Mr. Tyler Richards, P.E
290 North 100 West
Logan, UT

RE: North Valley Landfill Cell 3 Liner Installation - Geocomposite Certifications

Dear Mr. Richards,

Erosion Control Applications certify that the geocomposite (Drain Mat) has been installed in
accordance with the contract documents per section 4.5 Drain Mat.

Christopher Fore

Vice President