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For inspection purposes only. Consent of copyright owner required for any other use. EPA Export 22-06-2016:01:37:43
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Page 1: For inspection purposes only. Consent of copyright … · extrusion weld, an adequate ... The presence of air bubbles indicates a defect in the weld. 2.3 Repairs Failed Air Tests

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Page 2: For inspection purposes only. Consent of copyright … · extrusion weld, an adequate ... The presence of air bubbles indicates a defect in the weld. 2.3 Repairs Failed Air Tests

Smartply FWR Pond Testing and Repair CQA

1

Smartply Europe

Firewater Retention Pond

Testing and Repair CQA Report

6th April 2016

Smartply Europe

Belview Slieverue Co. Kilkenny

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Smartply FWR Pond Testing and Repair CQA

2

Issue, Revision and Control

Revision Date Originator Checker Approver Status

0 06/06/16 C Byrne L Griffin Issued

This document is issued for the party which commissioned it and for specific purposes connected with the titled project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties. This document contains confidential information and proprietary intellectual property. It should not be shown to other parties without consent from us and from the party which commissioned it.

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3

Table of Contents 1. Introduction .......................................................................................................................................... 4

1.1 Scope of Project ............................................................................................................................ 4

2. Welding and Testing ............................................................................................................................. 4

2.1. Air Pressure Testing ...................................................................................................................... 4

2.2 Vacuum Box Testing ...................................................................................................................... 5

2.3 Repairs .......................................................................................................................................... 5

2.4 HVET Spark Testing ....................................................................................................................... 6

3. Installation Records .............................................................................................................................. 7

3.1 Air Testing Records ....................................................................................................................... 7

3.2 Extrusion Test Summary ............................................................................................................... 9

3.3 Trial Weld Summary .................................................................................................................... 11

3.4 Destructive Test Summary .......................................................................................................... 12

4. As-built Panel Placement Drawing ...................................................................................................... 13

5. Photographic Records ......................................................................................................................... 14

Appendix A - Tensiometer Calibration Certificate ..................................................................................... 22

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4

1. Introduction

1.1 Scope of Project

Lining Tech (LT) were engaged by Smartly Europe to carryout testing and remediation works to

the existing geomembrane lined firewater retention pond at Belview, Co. Kilkenny. The existing

2.5mm HDPE pond lining system was installed in 1996. It was suspected that there may be a leak

in the exiting lining system. It was decided to empty the firewater retention pond during an

operational shutdown period to enable the lining system to be tested to identify any defects.

Cleaning works to remove sludge from the base of the pond were required to be carried out

prior to testing of the lining system. The testing works included re-testing of existing wedge

welded seams via air pressure testing, vacuum box testing of existing extrusion welds and

vacuum box testing of wedge weld seams where no air channel was found. Any defects

identified were repaired prior to conducting a final overall HVET spark test of the entire pond

lining surface to test for any defects in the liner material and welds. The testing and repair works

were commenced on 22/03/16 and were completed on 25/03/16.

2. Welding and Testing

2.1. Air Pressure Testing

All fusion welds were tested by air pressure testing. The fusion seams consist of a dual track

weld of the overlapped liner panels, with a small air channel present between each of the

welds. To test the fusion welds, the air channel was blocked off at either end of the seam by

grinding off the top layer of liner over the air channel at the block location and extrusion

welding a bead over the channel to create a blockage. When the extrusion weld block cooled

sufficiently, an air pressure testing needle is inserted into the air channel. The air testing kit

comprised of a test needle, an air pressure gauge, a shut off valve and a pump. The seams were

pumped up to between 200-240kpa, the valve closed off and the air pressure allowed to

settle. The reading on the air pressure gauge was recorded noted. The seams were required to

maintain the air pressure in the channel for 5 minutes, with the pressure loss after 5 minutes

not exceeding 15kPa.

On satisfactory passing of the test, the pressure in the air channel was then released at the

opposite end to where the measurement has taken place to check that the entire length of

the air channel has been subjected to pressure test. On seams where there was no obvious loss

of pressurised air when the opposite end was released, this indicated a blockage in the air

channel. The length of seam can be if necessary split into two with a block welded midway along

the seam to try identify the location of the blockage. If the air channel is found to be block

continuously along the seam, the top flap of the weld in question was trimmed off and vacuum

box testing of the overlapped seam carried out to identify any defects in the weld.

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5

2.2 Vacuum Box Testing

Existing and new extrusion welds were tested using a vacuum box. To Vacuum Box test an

extrusion weld, an adequate amount of soapy water was used to cover the test area. The

vacuum box was placed down over the centre of the weld, ensuring there are no points where

air can enter the test area. The vacuum motor was then turned on to create a negative pressure

over the weld. The vacuum pressure should be chosen according to the material thickness. A

vacuum of minimum 35kPa was pulled into the box. The geomembrane was examined for 10 to

15 seconds. The weld is deemed to have passed this test if no air bubbles form along the weld

during the test. The presence of air bubbles indicates a defect in the weld.

2.3 Repairs Failed Air Tests

During the air pressure testing of the fusion welded seams a number of issues were identified. In

some cases the welded seams could not hold an air pressure test. The defective areas of the

welds were identified and repaired locally by extrusion welding. The seam on either side of the

localised repairs were then tested via air pressure testing.

Seam With No Air Channel

During the air pressure testing it was found that a significant proportion of the seams did not

contain a free air channel from one end of the seam to the other. The dual track welds breached

across the air channel to create a one solid weld. This is generally as a result of an issue with the

feather on a fusion wedge welder. In cases like this, the top flap on the welded seam was

trimmed off and the weld from the top sheet to the bottom sheet tested via vacuum box

testing.

Holes in the Liner

One hole at elevated location on panel P22. A localised build up of water under the liner on the

floor directly below this defect was noted also. This water should dissipate naturally and will

have no affect on the integrity of the HDPE lining system. This were repaired by extrusion

welding a patch over the area with the hole. A destructive sample was also taken from the base

of the pond and was repaired by patching. Two small pin holes were also visually identified.

These were repaired by extrusion welding a bead over the pin holes.

Patch Over Old Outlet Pipe

The old outlet pipe at low level in the lagoon was not required any longer. The PVC pipe was

cut back flush with the concrete pad surrounding the pipe. A patch of protection geotextile

was placed over the concrete and pipe prior to welding a patch over the entire concrete area

to fully seal the HDPE liner at the outlet.

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6

Large Rocks Beneath HDPE liner at Panel 25

A number of large rocks were discovered under the HDPE liner at panel 25. It is though the

blinding beneath the liner may have washed away over time to leave these rocks. The HDPE

liner was still intact in this area. The HDPE liner was cut and the rocks removed by hand where

possible. A patch of geotextile was placed in position and the entire area was patched over

with HDPE liner.

2.4 HVET Spark Testing

On completion of air and vacuum box testing and the repair of any defects identified, a full HVET

(High Voltage Electromagnetic Insulation Testing) spark test was carried out over the entire

pond liner area. Electrodes were installed below and above the liner, producing a potential

difference for carrying out the test. The equipment was earthed outside the anchor trench

during the testing and the lagoon was divided into a grid for testing. Testing was carried out by

moving the testing probe over the geomembrane liner in a controlled grid approx 25mm above

the liner, ensuring that the geomembrane liner was at all times in contact with the underlying

soil. A decrease in the electrical resistance results in a spark being generated when a defect in

the lining system is traversed. Any defective areas are be marked up and repaired by extrusion

welding patch repairs.

A HVET spark testing of the entire area of the FWR pond was carried out on 25/03/16. We can

confirm that no further defects were identified. The pond lining system is deemed to be intact

and operating effectively.

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7

3. Installation Records

3.1 Air Testing Records

Liner Installation Air Test Summary

Project Name Smartply FWR Pond Material 2.5mm HDPE

Project Nr 15128

TEL: 051 307021 EMAIL: [email protected] WEB: www.liningtech.ie

Date Seam

Ref

Start

Time

Start

Pressure

End

Time

End

Pressure

Pass /

Fail

Test

By

Reason For Non-

conformance

22/03/16 P16/P17 9.40 2.5 9.45 2.5 P JM

22/03/16 P12/P11 11.37 2.5 11.42 2.5 P JM

22/03/16 P12/P13 11.25 2.6 11.30 2.6 P JM

22/03/16 P17/P18 N/A 0 N/A 0 F JM Hole found in seam

22/03/16 P23/P24 2.10 2.8 2.15 2.6 P JM

22/03/16 P24/P25 2.20 2.8 2.25 2.8 P JM

22/03/16 P25/P1 2.20 2.8 2.25 2.6 P JM

22/03/16 P2/P23 N/A 0 N/A 0 F JM No air channel in

seam

22/03/16 P3/P27 3.15 2.6 3.20 2.5 P JM

22/03/16 P2/P27 3.01 3.0 3.06 2.9 P JM

22/03/16 P4/P27 N/A 0 N/A 0 F JM No air channel in

seam

22/03/16 P4/P5 N/A 0 N/A 0 F JM Hole found in seam

22/03/16 P4/P6 4.47 2.6 4.52 2.6 P JM

22/03/16 P6/P7 5.15 3.0 5.20 3.0 P JM

22/03/16 P2/P3 5.21 3.1 5.26 3.1 P JM

23/03/16 P2/P3B N/A 0 N/A 0 F JM No air channel in

seam

23/03/16 P3/P4B 8.4 2.8 8.45 2.8 P JM

23/03/16 P4/P5 N/A 0 N/A 0 F JM Hole found in seam

23/03/16 P5/P6 8.55 3.1 9.00 3.1 P JM

23/03/16 P1/P2B 9.10 2.7 9.15 2.7 P JM

23/03/16 P4/P5B 9.25 3.0 9.3 3.0 P JM

23/03/16 P27/P23 N/A 0 N/A 0 F JM No air channel in

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seam

23/03/16 P23/P22 N/A 0 N/A 0 F JM No air channel in

seam

23/03/16 P22/P27A 11.06 2.6 11.11 2.6 P JM

23/03/16 P22/P27B 11.20 2.6 11.25 2.6 P JM

23/03/16 P21/P28 N/A 0 N/A 0 F JM No air channel in

seam

23/03/16 P21/P22 N/A 0 N/A 0 F JM No air channel in

seam

23/03/16 P21/P29 N/A 0 N/A 0 F JM No air channel in

seam

23/03/16 P21/P20 N/A 0 N/A 0 F JM No air channel in

seam

23/03/16 P20/P30 N/A 0 N/A 0 F JM No air channel in

seam

23/03/16 P19/P30 1.40 3.0 1.45 3.0 P JM

23/03/16 P19/P15 3.06 2.6 3.11 2.6 P JM

23/03/16 P19/P16 3.09 3.0 3.14 3.0 P JM

23/03/16 P14/P31 3.35 2.5 3.40 2.5 P JM

23/03/16 P14/P15 3.45 0 3.50 0 F JM Seam Fail

23/03/16 P31/P13 4.00 2.6 4.15 2.5 P JM

23/03/16 P14/P13 4.05 2.5 4.10 2.4 P JM

23/03/16 P13/P11 4.20 2.6 4.25 2.6 P JM

23/03/16 P31/P32 N/A 0 N/A 0 F JM No air channel in

seam

25/03/16 P10/P29B N/A 0 N/A 0 F JM No air channel in

seam

25/03/16 P29/P30B N/A 0 N/A 0 F JM No air channel in

seam

25/03/16 P10/P9B N/A 0 N/A 0 F JM No air channel in

seam

25/03/16 P29/P28B N/A 0 N/A 0 F JM No air channel in

seam

25/03/16 P9/P29 N/A 0 N/A 0 F JM No air channel in

seam

25/03/16 P9/P8 N/A 0 N/A 0 F JM No air channel in

seam

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9

3.2 Extrusion Test Summary

Liner Extrusion Test Summary

Project Name Smartply FWR Pond Material 2.5mm HDPE

Project Nr 15128

TEL: 051 307021 EMAIL: [email protected] WEB: www.liningtech.ie

Date Seam

Ref

Extrusion

Temp Preheat

Vac

Test

Spark

Test

Pass /

Fail

Test

By

Reason For Non-

conformance

22/03/16 P2/P23 230 240 YES P JM

22/03/16 P4/P27 230 240 YES P JM

22/03/16 P4/P5 230 240 YES P JM

22/03/16 P17/P18 230 240 YES P JM

23/03/16 P4/P5 230 240 YES P JM

23/03/16 P2/P3B 230 240 YES P JM

23/03/16 P27/P23 230 240 YES P JM

23/03/16 P23/P22 230 240 YES P JM

23/03/16 P21/P28 230 240 YES P JM

23/03/16 DS1 230 240 YES P JM

23/03/16 P21/P22 230 240 YES P JM

23/03/16 P21/P29 230 240 YES P JM

23/03/16 P21/P20 230 240 YES P JM

23/03/16 P20/P30 230 240 YES P JM

23/03/16 Inlet Pipe 230 240 YES P JM

23/03/16 Patches

11&12 230 240 YES P JM

23/03/16 P15/P16 230 240 YES P JM

23/03/16 P16/P18 230 240 YES P JM

23/03/16 P31/P32 230 240 YES P JM

23/03/16 P14/P15 230 240 YES P JM

24/03/16 P26/P11 230 240 YES P JM

24/03/16 P26/P10 230 240 YES P JM

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24/03/16 P10/P9 230 240 YES P JM

24/03/16 P9/P8 230 240 YES P JM

24/03/16 P8/P7 230 240 YES P JM

24/03/16 P7/P27 230 240 YES P JM

24/03/16 P8/P27 230 240 YES P JM

24/03/16 P8/P28 230 240 YES P JM

24/03/16 P9/P28 230 240 YES P JM

24/03/16 P9/P29 230 240 YES P JM

24/03/16 P10/P29 230 240 YES P JM

24/03/16 P10/P30 230 240 YES P JM

24/03/16 P26/P30 230 240 YES P JM

24/03/16 P26/P32 230 240 YES P JM

24/03/16 P26/P11 230 240 YES P JM

24/03/16 P32/P30 230 240 YES P JM

24/03/16 P31/P30 230 240 YES P JM

24/03/16 P30/P29 230 240 YES P JM

24/03/16 P29/P28 230 240 YES P JM

24/03/16 P28/P27 230 240 YES P JM

24/03/16 Patches

1-10 230 240 YES P JM

24/03/16 Patches

13-15 230 240 YES P JM

24/03/16 5 Beads 230 240 YES P JM

24/03/16

Patch

over old

outlet

pipe

230 240 YES P JM

25/03/16 P10/P29B 230 240 YES P JM

25/03/16 P29/P30B 230 240 YES P JM

25/03/16 P10/P9B 230 240 YES P JM

25/03/16 P29/P28B 230 240 YES P JM

25/03/16 P9/P28 230 240 YES P JM

25/03/16 P9/P8 230 240 YES P JM

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3.3 Trial Weld Summary

Liner Installation Trial Weld Summary

Project Name Smartply FWR Pond Material 2.5mm HDPE

Project Nr 15128

TEL: 051 307021 EMAIL: [email protected] WEB: www.liningtech.ie

Date Time Machine

Nr Welding

Tech

Wedge/

Extrudate

Temp °C

Speed/

Preheat

°C

Ambient

Temp °C Wind

(s/l/m)

Nr

Peel

Test

Nr

Shear

Test

Trial

Seam

Accept.

22/03/16 9.00 LTE8 JP 230 240 9 L 5 0 JM

23/03/16 8.30 LTE8 JP 230 240 12 L 5 0 JM

24/03/16 12.30 LTE8 JP 230 240 10 M 5 0 JM

25/03/16 12.40 LTE8 JP 230 240 12 L 5 0 JM

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3.4 Destructive Test Summary

Liner Installation Destructive Test Summary

Project Name Smartply Material 2.5mm HDPE

Project Nr 15128 Tensiometer Nr.

TEL: 051 307021 EMAIL: [email protected] WEB: www.liningtech.ie

DS Nr

Seam Ref

Temp

Speed/ Temp

Machine ID

Date of Test

Units Peel Test

Peel Test Shear

Tab Nr A B DS1 P28/P21 N/A N/A N/A 23/03/16 1 764 824

2 929 940 No air channel in seam

3

4 5 P/F P P

1

2 3

4

5

P/F

1

2

3

4

5

P/F

1

2

3

4

5

P/F 1 2 3 4 5 P/F

MINIMUM TENSIOMETER VALUES Newtons/25.4mm wide sample (one inch)

Thickness of Membrane 0.5mm 0.75mm 1.0mm 1.5mm 2.0mm 2.5mm

HDPE Shear Strength 178 267 356 534 712 890 Peel strength (Fusion) 133 200 267 400 534 667 Peel Strength (Extrusion) 116 174 231 347 463 578

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4. As-built Panel Placement Drawing

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5. Photographic Records

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Smartply FWR Pond Testing and Repair CQA

20

For

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pose

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.

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copy

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for a

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EPA Export 22-06-2016:01:37:43

Page 22: For inspection purposes only. Consent of copyright … · extrusion weld, an adequate ... The presence of air bubbles indicates a defect in the weld. 2.3 Repairs Failed Air Tests

Smartply FWR Pond Testing and Repair CQA

21

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

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EPA Export 22-06-2016:01:37:43

Page 23: For inspection purposes only. Consent of copyright … · extrusion weld, an adequate ... The presence of air bubbles indicates a defect in the weld. 2.3 Repairs Failed Air Tests

Smartply FWR Pond Testing and Repair CQA

22

Appendix A - Tensiometer Calibration Certificate

For

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ectio

n pur

pose

s only

.

Conse

nt of

copy

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for a

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EPA Export 22-06-2016:01:37:43


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