WQ0003626_Engineering Certification_20130731

Permit No. WQ0003626
Campbell Soup Supply Company, LLC
Maxton Plant& Silgan Can Company WWTP
ENGINEERING CERTIFICATION
Wastewater Irrigation System
July 31, 2013
Robeson County
❑ Partial ® Final
In accordance with 15A NCAC 02T .0116, I, Daniel B. Wilkinson.
as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's
authorization to © periodically 0 weekly ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care anddiligence was used in the observation of the
construction, such that the facility was built within substantial compliance and intent of this permit, the
Division approved plans and specifications, and other, supporting documentation.
❑ Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations: Tha attachpri mPmnrandrrm is a summary
_of minnr variations frnm the approved plans and specifications through construction of Phase II.
Daniel`B: Wilkinson
Professional Engineer's Name
Dewberry Engineers, Inc.
Engineering Firm
2301 Rexwoods Drive_ Suite 200
Mailing Address
Raleigh i 27607
City I State Zip
919-881-9939 I dwilkinson©dewberry.com
Telephone 1 ° E-mail
NC PE Seal, Signature & Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service; By Courier/Special Delivery:
1636 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
WQ0003626 Version 3.2
Shell Version 130607 Page 11 of 11

Dewberry°
MEMORANDUM
Date: 20 December 2013
To: Nathaniel Thornburg, NCDENR, Aquifer Protection Section — Land Application Unit
Fiore: Daniel Wilkinson, PE
Subject: Final Engineering Certification — Campbell Soup Supply Company,. Maxton, NC, (WQ0003626)
Message:
Dewberry. is providing final engineering certification for construction of Phase II of the wastewater storage
lagoons at the Campbell Soup Supply Company (CSSC) in Maxton, NC (Non -Discharge Permit
WQ0003626). Phase II improvements generally consist of construction of Lagoon 2 (approximately 26
million gallons storage) with HDPE liner, the force main from the existing irrigation pumps to Lagoon 2,
the lagoon wash down hydrant system, piping interconnections between Lagoon 2 and the lagoon
pumping station and Lagoon 1.
CSSC has contracted with BMCO Construction to serve as general contractor for construction of the
lagoons and pump station. CSSC has contracted separately with Plastic Fusion Fabricators for
installation of the lagoon liner systems. CSSC has contracted with Yonkers Industries to provide daily
construction management and oversight services. CSSC has contracted with Froehling & Robertson, Inc.
to provide third part quality control testing services. CSSC has contracted with Dewberry to provide
construction phase engineering services. Construction phase engineering services has included
addressing questions regarding select submittals upon request and periodic inspections. Engineering
inspections for Phase. II construction were conducted. by Ryan. Ames on 20 November, 4 December, 12
December, and 17 December, 2013. Dan Wilkinson also attended the 17 December site visit to observe
substantial completion of Phase II construction.
Upon completion of Lagoon 1 and acceptance of the partial certification dated 30 October 2013, Lagoon 1
was placed in service, and B Field was taken out of service so that Lagoon 2 grading and berm
construction could be completed.
This final certification is being provided based on substantial completion of the Lagoon 2 liner system. As
of the writing of this memo the liner deployment, seaming and QA/QC testing has been completed. Per
discussion with the Fayetteville regional office, providing the certification and liner QA/QC data at this
stage allows for review and acceptance of the liner system prior to introducing wastewater into the
lagoon.
The following punch list items remain to be completed:
• Backfill and compact anchor trench;
• Install batten strips to seal liner to the top of the level sensor stilling well in Lagoon 2;.
• Finish grading on outer slopes of Lagoon 2 berm;
• Finish grading of lagoon pump station access road and storm drainage swale and placement of
gravel on the access road;
• Installation of pipe bollards around lagoon pump station;
• Installation of flexible couplings on lagoon pump station suction and discharge piping;
• Installation of ladder and hand rail on pump station wet well;
• Install concrete collars around valve boxes on buried valves for wash down hydrant system;
• Reinstall fencing and second motorized gate;
• Seeding and stabilization;
• Removal of temporary erosion and sediment control measures.
Memorandum j 1 of 2

Dewberry
MEMORANDUM
These punch list items do not affect the primary functions of the lagoon system and related pumps, force
mains, and control systems. Completion of most punch list items is anticipated in January 2014, however
it may be necessary to complete final seeding and removal of temporary erosion and sediment control
measures during the spring of 2014. Record drawings will be provided after punch list items are
completed.
The following is a summary of minor variations from the approved plans and specifications through
substantial completion of Phase 11:
• The electrical enclosure for the lagoon pump station control panel and MCC-B was originally
designed for outdoor service. Concrete masonry walls were extended around the landing where
the electrical enclosure was located, and a roofwas constructed over this area. This modification
was made in the field at the owner's request to provide additional protection against vandalism for
the electrical equipment. These changes do not affect the intended function of the system.
• The 12-inch valve on the force man from the irrigation pump station to Lagoon 2, downstream of
the magnetic flow meter and motorized flow control valve, was installed in a concrete vault
instead of direct burial. The valve was supplied with an actuator that was not suited for direct
burial. For construction schedule purposes, the valve was installed in a vault rather than re-
ordering the valve. This change does not affect the intended function of the system.
• The 12-inch valve on the force man from the irrigation pump station to Lagoon 2, downstream of
the wash down branch pipes, was installed in a concrete vault instead of direct burial. The valve
was supplied with an actuator that was not suited for direct burial. For construction schedule
purposes, the valve_was installed in a vault rather than re -ordering the valve. This change does
not affect the intended function of the system.
• The Lagoon 2 level sensor stilling well was intended to be installed on the top of the berm,
outside the liner anchor trench, as shown on Sheet C-9 of the approved plans. The stilling well
was constructed prior to construction of much of the Lagoon 2 berms. Due to a layout error, the
stilling well was located inside the anchor trench. A decision was made on site not to move the
stilling well. A boot was constructed of textured HDPE liner material and extended to the top of
the stilling well. The top of the stilling well is slightly higher than the top of the berm and less than
two feet above the lowest point at which the berm intersects the stilling well, therefore the stilling
well is expected to be outside the high water line of Lagoon 2. This change does not affect the
intended function of the system.
Quality control reports for the installation of the HDPE liner in Lagoon 2 are included with this certification.
Field quality control and testing reports include: subgrade inspection and acceptance certificates, daily
trial weld testing data, numbered panel layout, daily deployment log with non destructive (pressure)
testing data, field destructive testing results, and a repair log with locations of each repair described.
Reports for third -party destructive testing is also included. The cover letter for the third -party destructive
test report by Froehling & Robertson summarizes the minimum requirements for test results and indicates
that all destructive tests met passing criteria.
CC:
Jim Barber, NCDENR Fayetteville Regional Office, Aquifer Protection Section
Greg Westbrook, CSSC
Jamie Collins, CSSC
Sam Howell — Yonkers
Katie Jones - Dewberry
Ryan Ames - Dewberry
Memorandum 12 of 2

Field Test Data
www.dewberry.com

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Lab Test Data
www.dewberry.com

FROEHLING & ROBERTSON, INC.
Engineering Stability Since 1881
327 East Jenkins Street
Fayetteville; North Carolina 28306 I USA
T 910.323.9832 I F 910.323.5455
NC License # F-0266
December 18, 2013
Mr. Gregory D. Westbrook
Design Engineer
Campbell Soup Supply Co., LLC
Maxton Manufacturing Facility
2120 NC HWY 71 North
Maxton, North Carolina 28364
Reference: Results of Geomembrane Liner Destructive Testing
"B" Field Expansion — Lagoon No. 2
Campbell Soup Supply Company, LLC
Maxton, North Carolina
F&R Record No. 64R-0033
Dear Mr. Westbrook:
This letter transmits the results of destructive testing (peel and shear) performed on samples of the
HDPE geomembrane liner installed by Plastic Fusion Fabricators, Inc. on Lagoon No. 2 at the subject site.
The samples were obtained by Plastic Fusion Fabricators, Inc. during the period from December 3 to
December 16, 2013 and given to F&R for testing.
The samples were tested in accordance with ASTM D6392-12, Standard Test Method for Determining
the Integrity of Non -Reinforced Geomembrane Seams Produced Using Thermo -Fusion Methods as
prescribed in the project specifications. h results met "fhe miriiinumvalueseels
121 lbf n:' shearijl`;for. 60 milLghiickness�:geomembrane:-as 7indicated itUtfie. Iff oJett7specifications
Table 1.12.6A, Minimum Weld Values for HDPE Geomembranes for Fusion Welded Seams.
cf fie EP71Break asC, ifiCallonkCod`e {SEMPlisted on the attached results is referenced in Figure 3, Locus -of -
Break Codes for Dual Hot Wedge Seams in Unreinforced Membranes Tested for Seam Strength in Shear
and Peel Modes, included in the attached ASTM D6392 iThedbr a c(es&iption for the3SEjl•cn:�_eiis (!sted0
:„.as 4..break_.rn the=Quterredge o#`the'rseam ineitt-fd thelopyor botternisheet3
Corporate HQ: 3015 Dumbarton Road Richmond, Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA
A Minority -Owned Business

F&R, Inc. appreciates the opportunity to provide destructive testing services during this phase of your
project as your materials consultant. If you have any questions, please feel free to contact us at your
convenience.
Sincerely,
FROEHLING & ROBERTSON, INC.
,LS
Michael W. Sloan, PE
Senior Engineer
A. Craig Mintz_
Fayetteville Branch Manager
Attachments: Peel and Shear Test Results,Destructive Seam Testing
ASTM D6392
64R0033, Campbell Soup, B Field Expansion\Peel & Shear\Peel And Shear Results Letter.doc
Campbell Soup Supply Company— Report No. 1 "6" Field Expansion - Maxton, NC
F&R Record No. 64R-0033 November 15, 2013
2

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
Geotechnics
INTEGRITY IN TESTING
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-01
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-1
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE -TRACK (WELD 'A")
1
121.0
SE1
<10
2
121.8
SE1
<10
3
121.0
SE1
<10
4
122.7
SE1
<10
5
125.7
SE1
<10
AVERAGE 122.4
STD. DEV. 1.75
INSIDE TRACK (WELD-"B")
1
113.6
SE1
<10
2
114.6
SE1
<10
3
121.1
SE1
<10
4
123.7
SE1
<10
5
125.0
SE1
<10
AVERAGE 119.E
STD. DEV: 4.67
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
144.3
SE1
2
150.6
SE1
3
144.9
SE1
4
145.4
SE1
5
146.9
SE1
AVERAGE 146.4
STD. DEV. 2.26
CHECKED BY: C'.' DATE: -6-1�
C:1Exca Temptatesl(HDP&S-DFusion.x(s]Sheet1
11GEDSERVER1Date DdvelSynthatics12013 SYNTHETICS1118 - PEA - CAMPBELLSI(L13118.03 CAMPBELLS DS-1.xis(Sheetl
L13118-03-01
1216/13
544 Braddock Avenue • East Pittsburgh,: PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnics
FROEHLING & ROBERTSON, INC..
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-02
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-2
PEEL ADHESION
INTEGRITY IN TESTING
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A')
1
113.9
SE1
<10
2
116.7
SEI
<10
3
111.7
SE1
<10
4
113.6
SE1
<10
5 _
112.4
SE1
<10
AVERAGE 113.7
STD. DEV. 1.72
INSIDE TRACK (WELD "B')
1
107.8
SE1
<10
` 2
116.0
SE1
<10
3
111.2
SE1
<10
4
106.9
SE1
<10
5
114.8
SE1
<10
AVERAGE 111.3
STD. DEV. 3.63
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
149.8
-
SEI
2
149.1
SE1
3
149.2
SE1
4
147.3
SE1
5
148.7
SE1
AVERAGE 148.8
STD. DEV. 0.84
CHECKED BY: 0 DATE: t-a - % - i 3
C:IExcellTemplatesl(HDPSS-DFuslon x'siSheetl
1VGEOSERVER1Data DmelSynthslics12013 SYNTHETICS1118 - F&R - CAMPBELLSI]L13118.03 CAMPBELLS 0S-1,xls]Sheet1 L13118-03-02
12013
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.
LAB ID NO.:
MATERIAL:
SEAM TYPE:
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-03
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-3
PEEL ADHESION
otechnics
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibsen)
CODE
(%)
OUTSIDE TRACK (WELD "A')
,
1
126.3
SE1
_
<10
2
130.9
SE1
<10
3
123.5
SE1
<10
4
118.2
SE1
<10
5
1-17.2
SE1
<10
AVERAGE 123.2
STD. DEV. 5.10
INSIDE TRACK (WELD "B")
1
121.7
SE1
<10
2
120.0
SE1
<10
3
109.3
SE1
<10
4
127.1
SE1
<10
5
132.7
SE1
<10
AVERAGE 122.2
STD.' DEV. 7.82
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
148.6
SE1
2
153.7
SE1
3
149.9
SE1
4
150.1
SE1
5
150.7
SE1
AVERAGE 150.6
STD. DEV. 1.69
CHECKED BY: )' O DATE: I a-' (a- 13
C:1Exco6Temp la:esl(HDP& S-DFuSion_x4]Sheetl
11GEOSERVERIData DrivalSynthaCcal2013 SYNTNETICS1118 - F&R - CAMPBELLSI(L13118.03 CAMPBELLS DS•2ad51Sheet1
L13116.03-03
12I6/13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
eotechnics
INTEGRITY IN TESTING
CLIENT: FROEHLING & ROBERTSON, INC.
CLIENT PROJECT: CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
PROJECT NO.: L13118-03
LAB ID NO.: L13118-03-04
MATERIAL: 60 MIL HDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-4
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
(Ibsen)
EPA BREAK
CLASSIFICATION
CODE
PEEL '
INCURSION
(%)
OUTSIDE TRACK (WELD "A")
1
123.7 ,
SE1
<10
2
121.6
SE1
<10
3
123.2
SE1
<10
4
122.9
SE1
<10
5 .
120.7
SE1
• <10
AVERAGE 122.4
STD. DEV. 1.11
INSIDE TRACK (WELD "B")
1
122.3
SE1
<10
2
1.08.2
SE1
<10
3
122.9
SE1
<10
4
106.1
SE1
<10
5
118.7
.SE1
<10
AVERAGE 115.6
STD. DEV. 7.11
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
151.0
SE1
2
152.1
SE1'
3
151.9
SE1
4
156.3
SE1
5
151.9
SE1
AVERAGE 152.6
STD. DEV. 1.87
CHECKED BY: T O DATE: f 3
C:1ExcellTempfetest1HOP&S-DFuao i.xisjSheotl
AGEOSERVER1Data DrivelSynthettcs12013 SYNTHETICS 118 - F&R - CAMPBELL51(L13118-03 CAMPBELLS DS•3.xls1Sheetl
L13118-03.04 1216113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT. PROJECT:`
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnics
FROEHLING & ROBERTSON,;INC..
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-05
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-5
PEEL ADHESION
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
-. 130.3
SE1
<10
2
122.5
SE1
<10
3
124.0
SE1
<10
4 '
. 120.9
SE1
<10
5.
121.8
. SE1
<10
AVERAGE 'f 239
STD. DEV. 3.36
INSIDE TRACK (WELD "B")
1
124.7
SE1
<10
2
114.0
SE1
<10
3
111.1
SE1
<10
4
-113.1
SE1
<10
5
116.8
SE1 .
<10
AVERAGE 115.9
STD. DEV.. 4.75 .
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibsen)
EPA BREAK
CLASSIFICATION
CODE
1
145.8
SE1
2
154.7
SE1
3
149.9
SE1
4
144.6
SE1
5
150.6
SE1
AVERAGE 149.1
STD. DEV. 3.62
CHECKED BY I= U DATE: I G -13
C;1ExcehTemptales))HDP8S-DFusion.xtsj$tiest1
11GEOSERVERIData DrivelSyntheUes12013 SYNTHETtCS11_18 - F&R-CAMPBELLS1{L131 t8-03 CAMPBELLS DS-0,x's)Shaet1 113118-03-05
1216113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600. • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-06
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-6
PEEL ADHESION
technics
INTEGRITY IN TESTING TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
. . CODE
(%)
OUTSIDE TRACK (WELD A")
1
124.6
SE1
<10
2
138.7
SE1
<10
3
121.0
SE1
<10
4
127.7
.SE1
<10
5
132.2
SE1
<10
AVERAGE 128:8
STD. DEV. 6.15
• INSIDE TRACK :(WELD 'B").
1
114.0
SE1
<10
2
124:0
SE1
<10
3
109.7
SE1
<10
4
116.0
SE1
<10
5
129.3
SE1
<10
AVERAGE ..118.6
STD. DEV. 7.08
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
152.8
SE1
2
145.1
SE1
3
146.4
SE1
4
149.6
SE1
5
151.4
SE1
AVERAGE 149.1
STD. DEV. 2.92
CHECKED BY: 7• C:i DATE: ,'( a-' (3
C:tExeelfTemplatesl(HDP&S-DFuitcn.xls]Sheet1
11GEDSERVER\Data DitvelSynlhat cs12013 SYNTHETICS1118 - PEA- CAMP8ELLS4L13118-03 CAMPBELLS DS-5,xlsISheett'
L13118-03-06
1216113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
eotechnics
INTEGRITY IN TESTING
CLIENT: FROEHLING & ROBERTSON, INC.
CLIENT PROJECT: CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
PROJECT NO.: L13118-03
LAB ID NO.: L13118-03-07
MATERIAL: 60 MIL HDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-7
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE _
PEEL.
INCURSION
(%)
OUTSIDE TRACK (WELD 'A")
1
121.5
SE1
<10
2
118.8
SE1
<10
3
115.9
SE1
<10
4
124.5
SE1
<10
5
126.0
SE1
<10
AVERAGE 121.3
STD. DEV. 3.68
INSIDE TRACK (WELD "B")
1
113.7
SE1
<10
2
114.2
SE1
<10
3
112.7
SE1
<10
4
122.0
SE1
<10
5
121.0
SE1
<10
AVERAGE 116.7
STD. DEV. 3.95
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(IbsIin)
EPA BREAK
CLASSIFICATION
CODE
1
147.7
SE1
2
143.6
SE1
3
147.2
SE1
4
153.2
SE1
5
148.4
SE1
AVERAGE 148.0
STD. DEV.. 3.08
CHECKED BY: 110 DATE: I a- (o -( 3
CAExceaTemplales\ NOP&S•DFusion.xlejSheetl
IIGEOSERVERIData DrivelSynthellcs12D13 SYNTHETICSN 18 - F&R - CAM.iPBELLSl L13118-03 CAMPBELLS DS-6.xlslSheetl
L13118-03-07 12/6413
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
Gtechnics
FROEHLING & ROBERTSON, INC.
CAMPBELLS SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-08
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-8
PEEL ADHESION
INTEGRITY IN TESTING IN TESTING
REPLICATE
No.
PEAK
LOAD
(Ibsen)
EPA BREAK
CLASSIFICATION
CODE
PEEL
INCURSION
(%)
- OUTSIDE TRACK (WELD "A') .
1
115.3
SE1
<10
2
122.3
SE1
<10
3
122.3
SE1
<10
4
120.3
SE1
<10
5
. 118.8
SE1
<10
AVERAGE 119.8
STD. DEV. 2.61
INSIDE TRACK (WELD 'B")
1
107.4
SE1
<10
2
114.5
SE1
<10
3
120.0
SE1
<10
4
115.3
SE1
<10
5
• 118.6
SE1
<10
AVERAGE 115.2
STD. DEV. 4.38
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
- No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
149.4
SE1
2
150.4
SE1
3
150.0
SE1
4
153.8
SE1
5
150.2
SE1
AVERAGE 150.8
STD. DEV. 1.56
CHECKED BY: TO DATE: 101- - - (3
C:1ExcellTemplatesl(H DP&S-DFusan.xls]Sheel1
\1GEOSERVER1Data DrivelSynthetln12013 SYNTHETICS1118 - F&R - CAMPBELLS4(L13118-03 CAMPBELLS DS7:xds]Shee11
L13118-03-08
1216113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
AVM 'D 6392
eotechnics
INTEGRITY IN TESTING
CLIENT: FROEHLING & ROBERTSON, INC..
CLIENT PROJECT: CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
PROJECT NO.:.L13118-03
LAB ID NO.: L13118-03-09
MATERIAL: 60 MIL HDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-9
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD 'A")
1
124.0
SE1
<10
2
121.1
SE1
<10
3
121.4
SE1
<10
4 .
132.8
SE1
<10
5
122.2
SE1
<10
AVERAGE 124.3
STD. DEV. 4.37
INSIDE TRACK (WELD "B")
1
118.1
SE1
<10
2
117.8
SE1
<10
3
114.9
SE1
<10
4
121.7
SE1
<10
5
120.5
SE1
<10
AVERAGE 118.6
STD. DEV. 2.36
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(IbsTn)
EPA BREAK
CLASSIFICATION
CODE
1
153.8
SE1
2
149.6
SE1
3»
151.3
SE1
4
150.5
SE1
5 _
149.5
SE1
AVERAGE 150.9
STD. DEV. 1.57
CHECKED BY: 12-(_) DATE: /a - 6 ' (3
C:1ExcellTemplate5 DPBS•DFusion,xla]Sheel1
11GEOSERVERRData Drive1Synthetl s12013 SYNTHETICS1118 - F8R - CAMPBELLSI(L13118.03 CAMPBELLS DS-8.x{sjSheet1. L13118-03-09 1216113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:,
LAB ID NO.
MATERIAL:
SEAM TYPE:
'eotechnics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L1.3118-03
L13118-03-10
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-10
PEEL ADHESION
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibsen)
CODE
(%)
OUTSIDE TRACK (WELD 'A`
1
126.4
SE1
<10
2
112.5
SE1
<10
3
122.7
SE1
<10
4
118.9
SE1
<10
5
125.2
SE1
<10
AVERAGE 121.1
STD. DEV. 5.02
INSIDE TRACK (WELD "B')
1
122.4
SE1
<10
2
115.5
SE1
<10
3
110.5 .
SE1
<10
4
109.4
SE1
<10
5
120.9
SE1
<10
AVERAGE 115.7
STD. DEV. 5.27
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
146.6
SE1
2
150.9
SE1
3
147.2
SE1
4
142.4
SE1
5
147.4
SE1
AVERAGE. 146.9
STD. DEV. 2.71
CHECKED BY: To DATE: ,' 6-13
C:1ExeeflTemplateslIHDP&S-DFuslon:xls[Sheet1
\%GEOSERVER1Data'DrivelSyntheticsl2O13 SYNTHETICSI118 - F8R - CAMPBELLSI[L13118-C3 CAMPBELLS DS•9.xlsjSheetl
L13118.03-10
12/6/13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
eotechnics
INTEGRITY IN TESTING
CLIENT: FROEHLING & ROBERTSON, INC.:
CLIENT PROJECT: CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
PROJECT NO:: L13118-03
LAB ID NO.: L13118-03-11
MATERIAL: 60 MIL HDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-11
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD 'A")
1
122.0
SE1
<10
2
119.8
SE1
<10
3
121.2
SE1
<10
4
119.1
SE1 _
<10.
5-"
119.7
SE1
<.10
AVERAGE 120.4
STD. DEV. 107
INSIDE TRACK (WELD "B")
1•
123.5
SE1
<10
2
110.0
SE1
<10
3
106.0
SE1
<10
4
122.1
SE1
<10
5 .-
122.2
SE1
<10:
AVERAGE 116.8
STD. DEV. 7.28
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
144.2
SE1
2
149.6
SE1
3
147.6
SE1
4
145.4
SE1
5
146.9
SE1
AVERAGE 146.7
STD. DEV. 1.85
CHECKED BY: 116. DATE: 1"'-6)' (3
C:1Exeel TomplataallHDP&S-DFusion.xlsjSheet1
'BGEOSERVERIData DrivelSynthetics12013 SYNTHETICSt118 - F8R - CAMPBELLSI(L13118-03 CAMPBELLS DS-10.x1sISheetl L13118-03-11 1216/13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
SAMPLE I.D.:
eotechnics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-12
60 MIL HDPE
DOUBLE FUSION
DS-12
PEEL ADHESION
INTEGRITY 1N TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(IbsM)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
119.4
SE1
<10
2
121.1
SE1
<10
3
123.2
SE1
<10
.4
115.0
•SE1
<10
5
118.3
SE1
<10
AVERAGE 119.4
STD. DEV. 2.75
INSIDE TRACK (WELD "B")
1
113.7
SE1
<10
2
120.2
SE1
<10
3
117.7
SE1
<10
4
126.5
SE1
<10
5 .
121.8
SE1
<10
AVERAGE 120.0
STD. DEV. 4.25
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
141.6
SE1
2
148.7
SE1
3
144.9
SE1
4
145.2
SE1
5
146.1
SE1
AVERAGE 145.3
STD. DEV. 2.28
CHECKED BY: TO DATE: /ae 6 r- IT
CAExee lTemplalest[HDPBS-DFusion.xlsISheat t
11GEOSERVER1Data DrivalSynthaUcM2013 SYNTHETICS\118 - F&R - CAMPBELLSI[L13118-03 CAMPBELLS DS-11,xisISheet1
L13110•03-12
1213J13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnic'$
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-13
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-13
PEEL ADHESION
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
PEEL
INCURSION
(%)
OUTSIDE TRACK (WELD 'A")
1
118.4
SE1
<10
2
121.9
SE1
<10
3
118.4
SE1
<10
4
117.0
SE1
<10
5
, 118.0.
SE1 :
<10
AVERAGE 1187
STD. DEV. 1.66 , .
INSIDE TRACK (WELD "B")
1
109.4
SE1
<10
2
129.4
SE1
<10
3
112.7
SE1
<10
4
111.6
SE1
<10
5
119.7
SE1
<10
AVERAGE 116.E
STD. DEV. 7.29
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(ibsrn)
EPA BREAK
CLASSIFICATION
CODE
1
144.6
SE1
2
147.0
SE1
3
138.9
SE1
4
141.7
SE1
5
145.5
SE1.
AVERAGE 143.5
STD. DEV. 2.89
CHECKED BY: TO DATE: / t7
C:IExcellTemplalesl[HDPBS-OFusion xls]Sheetl
\1GEOSERVERIData DrivelSyntheUce12013 SYNTHETICS1116 - F&R - CAMPBELLSI[L13118-03 CAMPBELLS DS-12.xls1Sheett
L13118-03-13
12013
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX.[phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnics
INTEGRITY IN TESTING
FROEHLING & ROBERTSON, INC..
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-14
60 MIL HDPE
DOUBLE FUSION
SAMPLE 1.D.: DS-14
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
119.8
SE1
<10
2
120.8
SE1
<10
3
119.9
SE1
<10
4
121.2
SE1
<10
5
117.5
SE1
<10
AVERAGE 119.8
STD. DEV. 1.28
INSIDE TRACK (WELD "B")
1
119.6
SE1
<10
2
121.7
SE1
<10
3
123.0
SE1
<10
4
117.7
SE1
<10
5
113.7
SE1
<10
AVERAGE 119.1
STD. DEV. 3.27
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No,
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
149.6
SE1
2
151.4
SE1.
3
150.1
SE1
4
149.4
SE1
5.
148.7
SE1
AVERAGE 149.8
STD. DEV: 0.90
CHECKED BY: T d DATE: / a.- 6 - (3
CAExceRTemPjitest(HOP8S-13Fustan.xlslSheeN
1tGEOSERVER\Data DrivelSynthsllos12013 SYNTHETICS11.18 - F8R-CAMPBELLSllL13118O3 CAMPBELLS DS.13.xisJSheet1
L13118-03-14
1218113
544 Braddock Avenue • East Pittsburgh, PA 15112: • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM l3 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnics
FROEHLING & ROBERTSON,.INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-15
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-15
PEEL ADHESION
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "Al
1
122.8
SE1
<10
2
120.1
SE1
<10.
3
119.5
SE1
<10
4
114.0
SE1
<10
5
120.1
SE1
<10
AVERAGE 119.3
STD. DEV. 2.89
INSIDE TRACK (WELD "B")
1
130.6
SE1
<10
2
126.6
SE1
<10
3
130.6
SE1
<10
4
122.4
SE1
<10
5
122.3
SE1
<10
AVERAGE 126.5
STD. DEV. 3.69
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
155.0
SE1
2
150.8
SE1
3
150.8
SE1
4
148.5
SE1
5
150.9
SE1
AVERAGE 151.2
STD. DEV. 2.10
CHECKED BY: j- d DATE: I - 12
C: Exce1lT.mplatasl(HDP&S-0Fusfon,xlsj5heet1
NGEOSERVERRData DrlvelSynthatics12013 SYNTHETICSl118 - FSR-CAMPBELLS\(L13118-03 CAMPBELLS DS-14;xlsjSheetl L13118-03.15
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
ea#echnics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-16
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-16
PEEL ADHESION,
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
108.4
SE1
<10
2
107.5
SE1
<10
3
106.8
SE1
<10
4
112.2
SE1
<10
5
106.7.
SE1
<10
AVERAGE 108.3
STD: DEV. 2.03
INSIDE TRACK (WELD "B')
1
130.3
SE1
<10
2
126.2
SE1
<10
3
114.6
SE1
<10
4
126.7
SE1
<10
5
107.5
SE1
<10
AVERAGE 121.1
STD. DEV. 8.59
BONDED SEAM (SHEAR)STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
153.4
SE1
2
149.2
SE1
3
148.0
SE1
4
149.0
SE1
5
146.5
SE1
AVERAGE 149.2
STD. DEV. 2.30
CHECKED BY: 11--45 DATE: ) 6- l 3
C:1Excel1Templates11HOPES-DFuston xls1Sheet1
t1GEOSERVER1Data DrivelSynthe Ica12013 SYNTHETICS 118 • FER-CAMPBELLSV(113118-03 CAMPBELLS DS•15;xlsjSheefl
L13118-03.16
12/6/13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechni.cs
FROEHLING & ROBERTSON, INC..
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-17
60 MIL HDPE
DOUBLE FUSION
• SAMPLE I.D.: DS-17
PEEL ADHESION
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(lbs/in)
CODE,
.." (%)
OUTSIDE TRACK (WELD 'A,
1
112.7
SE1
<10
2
119.6
SE1
<10
3
114.5 _.
SE1
<10
4
115.2
SE1
<10
5 _ .
114.0
SE1 .:
<10
AVERAGE 115.2
STD. DEV. 2:35
INSIDE TRACK (WELD .,,B,
1
1130
SE1`
<10
2
114.9
SE1
<10
3
113.2
SE1
<10
4
108.3
SE1.
<10
5
120.5
SE1
<10
AVERAGE 1140
STD. DEV. 3.93
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No..
PEAK .
LOAD
(Ibs/in).
EPA BREAK
CLASSIFICATION
CODE
1
146.7. '
SE1
2
144.4
SE1
3
143.8
SE1
4
142.1
SE1
5
144:4
SE1
AVERAGE 144.3
STD. DEV. 1.47
CHECKED BY: 7 0 DATE: I c)-e- 6 1
CAExee0Tamplalea1HHOPES-DFusian.xle]Sheell
11GEOSERVERRData DrivelSynthe6c312013 SYNTHETICStl18 - FAR - CAMPBELLSI[L13118.03 CAMPBELLS DS-16.x13ISheet1
L13118-03-17
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] www.geotechnics.net

PEEL AND SHEAR TEST RESULTS gtechnics
DESTRUCTIVE SEAM TESTING INTEGRITY IN TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
FROEHLING & ROBERTSON, INC..
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-18
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS�18
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibsen)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
116.7
SE1
<10
2
114.3
SE1
<10
3
135.3
SE1
<10
4
134.6
SE1
<10
5
138.0
SE1
<10
AVERAGE 127.8
STD. DEV. 10.12
INSIDE TRACK (WELD "B")
1
123.8
SE1
<10
2
114.7
SE1
<10
3
116.0
SE1
<10
4
113.4
SE1
<10
5
114.9
SE1
<10
AVERAGE 116.6 .
STD. DEV. 3.71
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
158.1
SE1
2
155.4
SE1
3
155.6
SE1
4
155.3
SE1
5
153.9
SE1
AVERAGE 155.7
STD. DEV. 1.36
CHECKED BY: PO DATE: , I a- — 6 - %3
C,1E ceetTempletesttHDPBS-DFuslon.xlsiSheet1
ItGEOSERVER1Data OrivalSynthatics12013 SYNTHETIC31118 - F&R - CAMPBELLSt{L13118.03 CAMPBELLS DS-17ads1Sheett
L13118-03-18
12/6/13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-19
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-19
PEEL ADHESION
INTEGRITY 1N TESTING
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
PEEL
INCURSION
.. (%)
OUTSIDE TRACK (WELD "A")
1
124.1
SE1
<10
2
127.0
SE1
<10
3
120.2
SE1
<10
4
124.6
SE1
<10
5
.121.2
SE1
<10 .
AVERAGE 123.4 .
STD. DEV. 2.45
INSIDE TRACK (WELD "B")
1
116.2
SE1
<10
2
117.1
SE1
<10
3
121.4
SE1
• <10
4
110.7
SE1
<10
5
115.6
SE1
_ <10
AVERAGE 116.2
STD. DEV. 3.42
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
,PEAK
LOAD
(Ibsen) .
EPA BREAK
CLASSIFICATION
CODE
1
152.3
SE1
2
148.1
SE1
3
148.4
SE1
4
149.1
SE1
5
147.4
SE1
AVERAGE . 149.1
STD.: DEV. 1.71
CHECKED BY: J DATE: )d-_ %- / 3
CAExcertTempTatesl(HDPBs-DFueion, xlslSh eat1
11GEOSERVER1Data DiivrASynthetln12013 SYNTHETICSN 18 . F&R - CAMPBELLS%(L13118-03 CAMPBELLS DS•1B:xIeJShee11
L13118.03-19
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-20
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-20
PEEL ADHESION
technics
INTEGRITY IN TESTING
INTEGRITY IN TESTING
REPLICATE
No;
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(lbs/in) •
CODE
(%)
OUTSIDE TRACK (WELD 'A")
1
130.4
SE1
<10
2
134.2
SE1
<10
3
131.6
SE1
<10
4
133.1
SE1
<10
5
136.2
SE1
<10
AVERAGE 133.1
STD. DEV. 2.02
INSIDE TRACK (WELD "B")
1
120.2
SE1
<10
2
126.4
SE1
<10
3
129.6
SE1
<10
4
125.6
SE1
<10
5
129.4
SE1
<10
AVERAGE 126.2
STD. DEV. 3.41
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
158.6
SE1
2
159.7
SE1
3
156.7
SE1
4
155.5
SE1
5
156.0
SE1
AVERAGE 157.3
STD. DEV. .. 1.60
CHECKED BY: T" 0 DATE: 1 " 1?
C:tExcellTempfateel[HDPBS-DFusion xlsJSheet1
NGEOSERVER1Data DrivelSyntheticst2013 SYNTHETICS1118 - F8R - CAMPBELLSt(L13118-03 CAMPBELLS DS-19.xlejSheett
L13118-03-20
1218113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-21
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-21
PEEL ADHESION
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A") -
1
125.7
SE1
<10
2
114.1
SE1
<10
3
123.2
SE1
<10
4
124.4
SE1
<10
5
125.7
SE1
<10
AVERAGE 122.6
STD. DEV. 4.36
INSIDE TRACK (WELD "B")
1
.116.7
SE1
<10
2
127.4 ...
SE1
<10
3
117.7
SE1
<10
4
116.1
SE1
<10
5
117.0
SE1
<10
AVERAGE' 119.0
STD. DEV. 4.24
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No..
PEAK
LOAD
(Ibslin)
EPA BREAK
CLASSIFICATION
CODE
1
146.2
SE1
2
142.4
SE1
3
142.9
SE1
4
144.9
SE1
5 .
144.3
SE1
AVERAGE 144.1
STD. DEV. 1.37
CHECKED BY: 5s' c. DATE: I a- - 6— I ?
C:1ExcellTempletesl(HDPSS DFusianits}Sheatl
11GEOSERVER\Dala DrivelSynthelk512013 SYNTHETICS1118 - FBA - CAMPBELLSI(L13118-03 CAMPBELLS DS-20.xls1SheeU
L'13118-03-21
'1218113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST. RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
FROEHLING. & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-22
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-22
PEEL ADHESION
technics
INTEGRITY IN TESTING INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
PEEL
INCURSION
(%)
OUTSIDE TRACK (WELD "A")
1
120.8
SE1
<10
2
120.3
SE1
<10
3
118.9
SE1
<10
4
120.0
SE1
<10
5
124:6
SE1
<10 •
AVERAGE 120.9
STD. DEV. 1.94
INSIDE TRACK (WELD "B")
1
119.9
SE1
<10
2
119.8
SE1
<10
3
113.7
SE1
<10
4
119.4
SE1
<10
5
115.8
SE1
<10
AVERAGE 117.7 -
STD. DEV. 2.52
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
147.0
SE1
2
143.9
SE1
3
143.9
SE1
4
142.5
SE1
5
143.6
SE1
AVERAGE 144.2
STD. DEV. 1.50
CHECKED BY: DATE: (- 12
CAExceATemplateM[HDPBS-0FuslonxlsiShaN1
1tGE0SERVER10ata DrivetSynthetJcs12013 SYNTHETICS1118 - F&R - CAMPBELLSI(L13118-03 CAMPBELLS DS-21.xis]Sheet1
L13116.03-22
12/6/13
544 Braddock. Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
eotechnics
INTEGRITY IN TESTING
CLIENT:. FROEF;ILING & ROBERTSON, INC.
CLIENT PROJECT: CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
PROJECT NO,;. L1.3118-03
LAB ID NO.' L13118-03-23
MATERIAL: 60 MIL HDPE
SEAM TYPE:, DOUBLE FUSION
SAMPLE I.D.: DS-23
PEEL ADHESION
REPLICATE
. No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(lbs/in)
CODE
(%)
OUTSIDE TRACK (WELD `A")
1
129.2
SE1
<10
2
129.3
SE1
<10
3
119.9
SE1
<10
4
129.4
SE1
<10
5
127.2
SE1
<10
AVERAGE 127.0
STD. DEV. 3.64
INSIDE TRACK (WELD "B")
1
124.2
SE1
<10
2
127.9
SE1
<10
3
127.5
SE1
<10
4
129.5
SE1
<10
5
127.6
SE1
<10
AVERAGE 127.3
STD. DEV. 1.73
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
145.3
SE1
2
148.2
SE1
3
144.4
SE1
4
145.9
SE1
5
143.6
SE1
AVERAGE 145.5
STD. DEV. 1.57
CHECKED BY: 12 O DATE: is -6 r i3
C:1ExcellTemplatesl[HDP&$-DFusianxs]Sheet 1
11GEOSERVERIOata DrivelSynthaticsU 13 SYNTHETICS1118 . F8R - CAMPBELLSI(L13118-03 CAMPBELLS DS-22.xls)Shaetl
L13118-03-23 1218113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
. DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
Gtechnics
FROEHLING & ROBERTSON, INC..
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-24
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-24
PEEL ADHESION
INTEGRITY IN TESTING INTEGRITY IN
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
PEEL
INCURSION
(%),
OUTSIDE TRACK (WELD "Al
1
112.0
SE1
<10
2
108.9
SE1
<10
3
111.4
SE1
<10
4
106.9
SE1
<10
5
113.3
SE1
<10
AVERAGE 110.5
STD. DEV: 2.30
INSIDE TRACK (WELD "B")
1 .
-119.0
SE1
<10
2
116.9
SE1
<10
3
' 1'12.9
SE1
<10
4
111.8
SE1
<10
5
111.9
SE1
<10
AVERAGE 114.5 •
STD. DEV. 2.92
BONDED SEAM•(SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
153.3
SE1
2
157.0
SE1
3
153.5
SE1
4
152.9
SE1
5 _
153.9
SE1
AVERAGE 154.1
STD. DEV. 1.48
CHECKED BY: TO DATE: Ia - ,-/3
C:1ExcellTemplatesljHDP&S-DFusianxlsIShe et1
t GEOSERVER1Data DridelSyntheUcs12013 SYNTHETICS111 B - F&R - CAMPBELLSI[L13118-03 CAMPBELLS DS-23 xIe]Sheett
L13118-03-24
12t8/13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
5::itechnics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-25
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-25
PEEL ADHESION
INTEGRITY IN TESTING 1N TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD. "A")
1
118.5
SE1
<10
2
120.2
SE1
<10
3
127.4
SE1
<10
4
121.4
SE1
<10
5
119.9
SE1
<10
AVERAGE 121.5
STD. DEV. 3.10
INSIDE TRACK (WELD "B')
1
125.6
SE1
_
<10
2
113.6
SE1
<10
3
128.8
SE1
<10
4
123.4
SE1
<10
5
115.6
SE1
<10
AVERAGE 121.4
STD. DEV. 5.85
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibslin)
EPA BREAK
CLASSIFICATION
CODE
1
155.1
SE1
2
151.2
SE1
3
150.8
SE1
4
151.8
SE1
5
150.9
SE1
AVERAGE 152.0
STD. DEV. 1.61
CHECKED BY: 0 '-b DATE I a' G (3
C:1Excet%Teaylat®s1(HDP&S-DFusionxls1Sheet1
11GEOSERVER1Date DiivelSynthetice12013 SYNTHETICS1118 - F&R - CAMPBELLST.13118.O CAMPBELLS DS-24.xIsiShee11
L13118-03-25
121B113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 8392
eotechnics
INTEGRITY IN TESTING
CLIENT: FROEHLING & ROBERTSON, INC.
CLIENT PROJECT: CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
PROJECT NO.: L13118-03
LAB ID NO.: L13118-03-26
MATERIAL: 60 MIL HDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-26
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
PEEL
INCURSION.
(%)
OUTSIDE TRACK (WELD "A")
1
118.9
SE1
<10
2
121.4
SE1
<10
3
121.5
SE1
<10
4
123.6
SE1
<10
5
122.1
SE1
<10
AVERAGE 121.5
STD. DEV. 1.52
INSIDE TRACK (WELD 'F)
1
113.0
SE1
<10
2
117.6
SE1
<10
3
114.6
SE1
<10
4
115.7
SE1
<10
5
123.7
SE1
<10
AVERAGE 116.9
STD. DEV. 3.71
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(ibs/in)
EPA BREAK •
CLASSIFICATION
CODE
1
144.9
SE1
2
145.6
SE1
3
145.7
` SE1
4
143.9
SE1
5
144.6
SE1
AVERAGE 144.9
STD. DEV. 0.67
CHECKED BY: TO DATE: f a'6=(3
C:IExcellTemplaleel[HDP&S-DFusion.x(.q]Sheet1
HGEOSERVER1Data Drive4Synlheli412013 SSYNTHET1CS1118., F&R F CAMPBELLSI(L13118.03 CAMPBELF.S DS-25,xfsjSheell
L13118-03-26 1216113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eo echnics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-27
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-27
PEEL ADHESION
INTEGRITY IN TESTING INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
PEEL
INCURSION
(%) •
OUTSIDE TRACK (WELD "A")
1
117.6
SE1
<10
2
116.0
SE1
<10
3
120.1
SE1
<10
4
121.3
SE1
<10
5 .
115.8
SE1
<10
AVERAGE 118.2
STD. DEV. 2.20
INSIDE TRACK (WELD "B")
1
117.0
SE1
<10
2
114.1
SE1
<10
3
114.8
SE1
<10
4
112.7
SE1_
<10
5
114.2
SE1
<10
AVERAGE 114.6
STD. DEV. 1.40
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
140.0
SE1
2
148.7
SE1
3
145.7
SE1
4
137.8
SE1
5
141.4
SE1
AVERAGE 142.7
STD. DEV. 3.95
CHECKED BY: TO DATE: /a-- % - (3
C:lExcellTemptetesljHDP&S-DFusion xls1Sheet1
11GEOSERVERIData DrlvelSynthet cs12013 SYNTHETICSi118 - F&R - CAMPBELLS7(L1311 8-03 CAMPBELLS DS-26.x!e)Sheetl
L13118-03-27
12/6113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
§technics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-28
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-28
PEEL ADHESION
INTEG111iY ENTE511NO INTEGRITY TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibslin)
CODE
(%)
OUTSIDE TRACK (WELD "A')
1
126.6
SE1
<10
2
116.8
SE1
<10
3
112.9
SE1
<10
4
123.3
SE1
<10
5
114.9
SE1
<10
AVERAGE 1189
STD. DEV. 5.20
INSIDE TRACK (WELD "B")
1
130.7
SE1
<10
2
114.8
SE1
<10
3
128.8
SE1
<10
4
111.8
SE1
<10
5
. 114.0
SE1
<10
AVERAGE 120.0
STD. DEV. 8:03
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibslin)
EPA BREAK
CLASSIFICATION
CODE
1
155.0
SE1
2
151.8
SE1
3
151.4
SE1
4
151.9
SE1
5
151.3
SE1
AVERAGE 152.3
STD. DEV. 1.38
CHECKED BY: T' U DATE: I a- 6 " 0
C:tExcellTemplatesl(HOP&S-D Fuslon.xlsjSheet1
11GEOSERVER1Data DrlvalSynthetics12013 SYNTHETICS1118 - F&R - CAMPBELLS4L13118-03 CAMPBELLS DS•27.xls)Sheetl
L13118-03-28
12/8113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-29
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-29
PEEL ADHESION
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(IbsTn)
CODE .
(%)
OUTSIDE TRACK (WELD "A")
1
118.8
SE1
<10
2
114.3
SE1
<10
3
123.3
SE1
<10
4
111.5
SE1
<10
5
118.3
SE1 ..
<10
AVERAGE 117.2
STD. DEV. 4.05
INSIDE TRACK (WELD "B'9
1
118.0
SE1
<10
2
118.6
SE1
<10
3
127.5
SE1
<10
4
120.9
SE1
<10
5
115.5
SE1
<10
AVERAGE 120.1
STD. DEV. 4.08
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
153.7
SE1
2
157.7
SE1
3
152.8
SE1
4
154.3
SE1
5
152.6
SE1
AVERAGE 154.2
STD. DEV. . 1.85
CHECKED BY: 3 DATE: -12
CAExceilTemp Ielesl(HDPBS-DFOlonxlnlSheot 1
11GEOSERVER1Date DrivelSyntheIIc 2D13 SYNTHETICS%118 -F&R - CAMPB, LLS1IL13118-03 CAMPBELLS DS-28.x1sISheell L13118-03-29
12/8113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
GINTEGRITY IN TESTING
eotechnics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-30
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-30
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ills/in)
CODE
(%)
OUTSIDE TRACK (WELD "Al
1
119.0
SE1
<10
2
120.8
SE1
<10
3
116.4
SE1
<10
4
117.5
SE1
<10
5
114.3
SE1
<10
AVERAGE 117.6
STD. DEV. - 2.22
INSIDE TRACK (WELD "B")
1
115.4
SE1
<10
2
110.0
SE1
<10
3
119.7
SE1
<10
4
107.0
SE1
<10
5
105.6
SE1
<10
AVERAGE 111.5
STD. DEV. 5.29
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(IbsM)
EPA BREAK
CLASSIFICATION
CODE
1
141.4
SE1
2
142.7
SE1
3
142.0
SE1
4
143.9
SE1
5
146.5
SE1
AVERAGE 143.3
STD. DEV. 1.80
CHECKED BY: J'd DATE: 2?-6-3
C:lExcellT3mplatea11HDP8S-OFutonxlsISheetl
\1GEOSERVERIData Drtvel5ynthaticsl2013 SYNTHETICS1118 - F&R- CAMPBELLS4L13118-03 CAMPBELLS DS-29 xlsjSheet1 L13118-03-30
1216113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-03
L13118-03-31
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-31
PEEL ADHESION
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
122.8
SE1
<10
2
119.5
SE1
<10
3
127.0
SE1
<10
4
118.4
SE1
<10
5
121.6
SE1
<10
AVERAGE • 121.9
STD. DEV. 3.00
INSIDE TRACK (WELD "B")
1
106.7
SE1
<10
2
111.6
SE1
<10
3
113.5,
SE1
<10
4
113.9
SE1
<10
5
111.4
SE1
<10
AVERAGE 111.4
STD. DEV. 2.56
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD .
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
151.4
SE1
2
147.9
SE1
3
149.2
SE1
4
148.2
SE1
5
148.3
SE1
AVERAGE 149.0
STD. DEV. 1.28
CHECKED BY: To DATE: / a ' 6-(3
C:1Exceh7emplalesINDPBS-DFusbn.xLsjSheel l
HGEOSERVER1Dala DrivelSynlheUcs12013 SYNTHETICS1118 - F&R - CAMPBELLS4L1311B-03 CAMPBELLS DS-30.xl8)Shaa 1
L13118-03-31
12f8113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net
1

PEEL AND'SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
GecIte®technics
INTEGRITY IN TESTING
CLIENT: FROEHUNG & ROBERTSON, INC.,
CLIENT PROJECT: CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
PROJECT NO.: L13118-03
LAB ID NO.: L13118-03-32
MATERIAL: 60 MIL HDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-32
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
126.6
SE1
<10
2
128.9
SE1
<10
3
113.0
SE1
<10
4
109.3
SE1 .
<10
5
126.7
SE1
<10
AVERAGE 120.9
STD. DEV. 8.09
INSIDE TRACK (WELD "B")
1
129.3
SE1
<10
2
119.7
SE1
<10
3 -
124.7
SE1
<10
4
110.5
SE1
<10
5
122.4
SE1
<10
AVERAGE 121.3
STD. DEV. 6.26
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
158.3
SE1
2
154.1
SE1
3
155.5
SE1
4
153.8
SE1
5
152.9
SE1
AVERAGE 154.9
STD. DEV. 1.89
CHECKED BY: To DATE: job- • - 13
C:1EzcellTempletesINDPBS-DFus:orulejSti cell
11GEOSERVER1Date DrlvelSynlhetics12013 SYNTHETICS1116 - F8R - CAMPBELLSl L13118-03 CAMPBELLS DS 1.xls)Sheet1
L13118-03-32 121 /13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www,geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
gtechnics
INTEGRITY IN TESTING
FROEHLING & ROBERTSON, INC.:
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-04
L13118-04-01
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-33
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
110.7
SE1
<10
2
120.9
SE1
<10
3
113.2
SE1
<10
4
120.0
SE1
<10
5
119.7
SE1
<10
AVERAGE 116.9
STD. DEV. 4.14
INSIDE TRACK (WELD "B")
1
103.0
SE1
<10
2
125.7
SE1
<10
3
119.6
SE1
<10
4
104.0
SE1
<10
5
107.5
SE1
<10
AVERAGE 112.0
STD. DEV. 9.06
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibslin)
EPA BREAK
CLASSIFICATION
CODE
1
152.3
SE1
2
154.7
SE1
3
153.8
SE1
4
154.6
SE1
5
157.8
SE1
AVERAGE 154.6
STD. DEV. ' 1.80
CHECKED BY: �.J1
DATE: 13-' 1 F43
C:tExceRTemplatas1[HDPBS•DFusian, x1sJSheetl
11GEDSERVERlDataDrivelSynthelics12013 SYNTHETICS1118-F&R-CAMPP?lI '71;10.Od, Al PEI LL.i US-a:,xls1Sheet1 L13118-04.01
12/18113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnics
INTEGRITY IN TESTING
FROEHLING;& ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-04
L13118-04-02
60'MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-34
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
PEEL
INCURSION
(%)
OUTSIDE TRACK (WELD "A")
1
117.5
SE1
<10
2
115.1
SE1
<10
3
113.6
SE1
<10
4
118.2
SE1
<10
•: 5
114.6
SE1
<10
AVERAGE 115.8
STD. DEV. 1.76
INSIDE TRACK (WELD "B")
1
128.9
SE1
<10
2
• 125.8 `
SE1
<10
3
124.9 -
SE1
<10
4
116.5
SE1
<10
5
119.0 __
SE1
<10
AVERAGE 123.0
STD. DEV. 4.57
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
159.3
SE1
2
154.5
SE1
3
155.9
SE1
4
155.0
SE1
5
155.1
SE1
AVERAGE 156.0
STD. DEV. 1.73
CHECKED BY: ii31C- DATE: ia--1 g^ 1-1,
C.\ExcellTemplatesgHDPBS-DFus an,zlslSheet1
11GEOSERVER\Data DriveVSynthetics12013 SYNTHETICS1110 - FAR - CAMPBELLS(L13118-04 CAMPBELLS DS-34adsISheet1
L13118-04-02
12/18/13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnics
INTEGRITY IN TESTING
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-04
L13118-04-03
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-35
PEEL ADHESION
REPLICATE
No.
PEAK
LOAD
(Ibsen)
EPA BREAK
CLASSIFICATION
CODE -
PEEL
INCURSION
(%)
OUTSIDE TRACK (WELD "A")
1. :
118.2
SE1
<10
2
111.7
SE1
<10
3
110.5
SE1
<10
4
119.6
SE1
<10
5
124.4
SE1
<10
AVERAGE 116.9
STD. DEV. 5.16
INSIDE TRACK (WELD "Bs')
1
117.5
SE1
<10
2
118.1
SE1
<10
3
131.3
SE1
<10
4
114.6
SE1
<10
5
115.1
SE1
<10
AVERAGE 119.3
STD. DEV. 6.14
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
158.9
SE1
2
157.2
SE1
3
158.2
SE1
4
158.2
SE1
5
159.1
SE1
AVERAGE 158.3
STD. DEV. 0.67
CHECKED BY: Bf DATE: 0-'t sH3
C:1Exce3Templalesl(HOP8S-DFuslm xlelsheeti
11GEOSERVER1Data OrivelSyntheljcs12013 SYNTHETICSl118 - F&R - CAMPBELLS4L13118-04 CAMP.BELLS DS-35.xls]Shaeli L13118-04-03
12/18/13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
Geotechnics
RI lNTEG TY IN TESTING
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-04
L13118-04-04
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-36
PEEL ADHESION
REPLICATE
No. ,
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
PEEL
INCURSION
(%)
OUTSIDE TRACK (WELD "A")
1
126.4
SE1
<10
2
121.2
SE1
<10
3
125.4
SE1
<10
4
129.6
SE1
<10
5
1139.0
SE1
<10
AVERAGE 128.3
.. STD. DEV. .....5.98 .
INSIDE TRACK (WELD "B")
1
133.6
SE1
<10
2
114.0
SE1
<10
3
113.0
SE1
<1-0
4
113.6
SE1
<10
5
119.5
SE1
<10
AVERAGE 118:7
STD. DEV. 7.79
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
158.9
SE1
2
154.5
SE1
3
152.8
SE1
4
153.7
SE1
5
154.3
SE1
AVERAGE 154.8
STD. DEV. _ 2.11
CHECKED BY E DATE: 1)-'-t f` i /
C.1ExcellTemplalesl(HDP&S•DFusion xlsIShaall
SGEOSERVERlDataDrive1Synlhetics12Q13SYNTHETICSt118,-F8R-CAMPBELLStL13118-04CAMPBELLSOS-38.xlejSheet1 L13118-04-04
12/18113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
gINTEGRITY IN TESTING
technics
FROEHLING & ROBERTSON, INC.
CAMPBELLS SOUP SUPPLY
"B" FIELD EXPANSION
L13118-04
L13118-04-05
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-37
PEEL ADHESION
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
(lbs/in)
EPA BREAK
CLASSIFICATION
CODE
PEEL
INCURSION
(%)
OUTSIDE TRACK (WELD "Al
1
132.1
SE1
<10
2
125.7
SE1
<10
3
129.2
SE1
<10
4
116.4
SE1
<10
5
126.6
SE1.,
<10
AVERAGE 126.0
STD. DEV. . . .5.29 .. ..
• INSIDE TRACK (WELD "B")
1
131.2 ..
SE1
<10
2
123.3
SE1
<10
3
118.4
SE1
<10
4
123.3
r SE1
<10
5
135.6
SE1
. <10
AVERAGE 126.4
STD. DEV. 6.18
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
142.1
SE1
2
145.2
SE1
3
.: 145.0
SE1
4
* 144.2
SE1
5
146.6
SE1
AVERAGE 144.6
STD. DEV. 1.48
CHECKED BY:
C ExcePTer laIestjHDP&S-DFus;at.z15JSheetl
NGEOSERVERIData DrivelSyntheticst2013 SYNTHETICSl118 - F&R - CAMPBELLSI[L13118-04 CAMPBELLS DS37.x1s1Shaet1
DATE: V)*--k g k
L13118.04-05
12I18113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
gtechnics
FROEHLING & ROBERTSON, INC..
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-04
L13118-04-06
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-38
PEEL ADHESION
INTEGRITY IN TESTING INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
109.5
SE1
<10
2
113.9
SE1
<10
3
106.1
SE1
<10
4
111.5
SE1
<10
5
_ 115.2
SE1.'
<10
AVERAGE 111.2
STD. DEV.. 3.23..
INSIDE TRACK (WELD "B")
1
124.9
SE1
<10
2
127.3
SE1
<10
3
123.1
SE1
<10
4
128.5
SE1
<10
5
124.4
SE1
<10
_
AVERAGE 125.6 .
STD. DEV. 1.97
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibsrin)
EPA BREAK
CLASSIFICATION
CODE
1
157.5
SE1
2
152.8
SE1
3
152.6
SE1
4
153.7
SE1
5
151.1
SE1
AVERAGE 153.5
STD. DEV. 2.15
CHECKED BY: D DATE: 1 '`t T-t 3
C:lExcenTamplales\[HDPSS-0Fusion,xl31Shee 1
llGEOSERVER1Data DrivalSynihellcs12013 SYNTHETICSl118 - F&R', CAMPBELLS413t 18.04 CAMPBELLS 03.38.xlsIShee11
L13118.04-06
12118113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
Gtechnics
FROEHLING & ROBERTSON, INC..
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-04
Li 3118-04-07
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-39
PEEL ADHESION
IMEGR iY INTFSTING
INTEGRITY 1N TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL -
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD 'A')
1
121.3
SE1
<10
2
120.1
SE1
<10
3 .:
128.4
SE1
<10
4
125.4
SE1
<10
5
126.0
SE1
<10
AVERAGE 124.2
STD. DEV. 3.08
INSIDE TRACK (WELD "B")
1
120.2
SE1
<10
2
114.4
SE1
<10
3
120.8
SE1
<10
4
118.7
SE1
<10
5 _
121.6
SE1
<10
AVERAGE 119.1
STD. DEV. 2.55
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
150.7
SE1
2
147.8
SE1
3
150.3
SE1
4
149.2
SE1
5
147.6
SE1
AVERAGE 149.1
STD. DEV. 1.26
CHECKED BY: 9 DATE: �—, T-13
C.1Excenem pls tesgHDP&S-0Fusion.xl siSheall
HGEOSERVER1Dela DrivalSynthmics12013 SYNTHETICSl118 - F8R - CAMPBELLSi[L1311 B-04 CAMPBELLS DS•39MsISheell
L13118-04.07
12/18/13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-04
L13118-04-08
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-40
PEEL ADHESION
technics
INTEGRITY IN TESTING
INTEGRITY 1N TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
127.8
SE1
<10
2
123.2
SE1
<10
3
123.6
SE1
<10
4
132.9
SE1
<10
5
126.0
SE1
<10
AVERAGE 126.7
STD. DEV. 3.52 _
INSIDE TRACK (WELD "B")
1
137.1
SE1
<10
2
116.1
SE1
<10
3
125.8
SE1
<10
4
125.5
SE1
<10
5
130.8
SE1
<10
AVERAGE 127.1
STD. DEV. 6.91
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
147.1
SE1
2
145.1
SE1
3
145.5
SE1
4
143.0
SE1
5
143.4
SE1
AVERAGE 144.8
STD. DEV. 1.49
CHECKED BY: 3E DATE: 0-'t7'13
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12/1a/13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-04
L13118-04-09
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-41
PEEL ADHESION
technics
INTEGRITY IN TESTING
INTEGRITY TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION -:
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A')
1
127.3
SE1
<10
2
130.2
SE1
<10
3
127.4
SE1
<10
4
127.6
SE1
<10
5
129.6
SE1
<10
AVERAGE 128.4
STD. DEV. 1.23
INSIDE TRACK (WELD "B")
1
131.2
SE1
<10
2
124.5
SE1
<10
3
131.2
SE1
<10
4
132.2
SE1
<10
5
132.9
SE1
<10
AVERAGE 130.4
STD. DEV. 3.02 -
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
163.9
SE1
2
162.0
SE1
3
161.6
SE1
4
161.3
SE1
5
160.9
SE1
AVERAGE 161.9
STD. DEV. 1.04
CHECKED BY: Be DATE: earl g—( 3
C:1ExceATemplalest(HDPBS-DFusian.x sjSheet1
11GEOSERVER1Datn Drive1SynlhetIcs12013 SYNTHETICS1118.- FBR CAMPBELLSI(L13118434 CAMPBELLS DS-41.4s1Sheet1 L13118.04.08
12118113
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eotechnics
FROEHLING & ROBERTSON, INC.
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L 131.18-04
L13118-04-10
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-42
PEEL ADHESION
INTEGRITY IN TESTING
REPLICATE
No.
PEAK
LOAD
EPA BREAK
CLASSIFICATION
PEEL
INCURSION
(lbs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
131.1
SE1
<10
2
132.7
SE1
<10
3
121.3
•SE1
<10
4
128.4
SE1
<10
5.
125.9
SE1
<10
AVERAGE 127.9
STD. DEV. . . 4.03
INSIDE TRACK (WELD "8")
1
130.6
SE1
<10
2 .
131.9
SE1
<10
3
125.7
SE1
<10
4,
136.4
SE1
<10
5
130.2
SE1
. <10.
AVERAGE 131.0
STD. DEV. 3.43
BONDED SEAM (SHEAR) STRENGTH
REPLICATE .
No.
PEAK
LOAD
(Ibs/in)
EPA BREAK
CLASSIFICATION
CODE
1
150.4
SE1
2
149.5
SE1
3
150.7
SE1
4
148.1
SE1
5.
153.0
SE1
AVERAGE 150.3
STD. DEV. 1.61
CHECKED BY: c. DATE: / D--I SINC5
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11GEOSERVER'Data DrivaLSyntheticsl2013 SYNTHETICS111 B ; F&R - CAMPBELLSyL1311 B-04 CAMPBELLS DS-42.xtsjSheetl
L13118-04-10
12/1 B/13
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392
CLIENT:
CLIENT PROJECT:
PROJECT NO.:
LAB ID NO.:
MATERIAL:
SEAM TYPE:
eatechnics
FROEHLING & ROBERTSON, INC..
CAMPBELL'S SOUP SUPPLY
"B" FIELD EXPANSION
L13118-04
L13118-04-11
60 MIL HDPE
DOUBLE FUSION
SAMPLE I.D.: DS-43
PEEL ADHESION
INTEGRITY IN TESTING
REPLICATE
PEAK
EPA BREAK
PEEL
No.
LOAD
CLASSIFICATION
INCURSION
(Ibs/in)
CODE
(%)
OUTSIDE TRACK (WELD "A")
1
115.6
SE1
<10
2
117.4
SE1
<10
3
111.2
SE1
<10
4
114.4
SE1
<10
5
11.1.9 ...
SE1
<10
AVERAGE - 114.1
STD. DEV. 2.30
INSIDE TRACK (WELD "B")
1
119.4
SE1
<10
2
121.4
SE1
<10
3
124.0
SE1
<10
4
117.8
SE1
<10
5
107.2
SE1 ..
<10
AVERAGE 118.0
STD. DEV. . 5.77
BONDED SEAM (SHEAR) STRENGTH
REPLICATE
No.
PEAK
LOAD
(IbsTn)
EPA BREAK"
CLASSIFICATION
CODE
1
157.5
SE1
2
153.9 .
SE1
3
152.7
.. SE1
4
153.2
SE1
5
152.2
SE1
AVERAGE 153.9
STD. DEV. 1.89
CHECKED BY: e
DATE: 1D---4 F`(3
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12/18713
544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX [phone] • www.geotechnics.net

lefl)
Tull/
INTERNATIONAL
Designation: D6392 -12
Standard Test Method for
Determining the Integrity of Nonreinforced Geomembrane
Seams Produced Using Thermo -Fusion Methods'
This standard is issued under the fined designation D6392; the number immediately, following the designation indicates the year of
original adoption or, in the ease of revision. the year of last revision. A number in parentheses indicates the year of Iasi reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope
1.1 This test method describes destructive quality control
and quality assurance tests used to determine the integrity of
geomembrane seams produced by thermo-fusion methods.
This test method presents the procedures used for determining
the quality of nonbituminous bonded seams subjected to both
peel and shear tests. These test procedures are intended for
nonreinforced geomembranes only.
1.2 The types of thermal field seaming techniques used to
construct geomembrane seams include the following.
1.2.1 Hot Air :This technique introduces high -temperature
air or gas between two geomembrane surfaces to facilitate
melting. Pressure is applied to the top or bottom geomembrane,
forcing together the two surfaces to form a continuous bond.
1.2.2 Hot Wedge (or Knife) --This technique melts the -two
geomembrane surfaces to be seamed by running a hot metal
wedge between them. Pressure is applied to the top or bottom
geomembrane, or both, to form a continuous bond. Some
seams of this kind are made with dual bond tracks separated by
a nonbonded gap. These seams are sometimes referred to as
dual .hot wedge seams or double -track seams.
1.2.3 Extrusion This technique encompasses extruding
molten resin between two geomembranes or at the edge of two
overlapped geomembranes to effect a continuous bond.
1.3 The types of materials covered by this test method
include the following.
1.3.1 Very Low. Density Polyethylene (VLDPE).
1.3.2 Linear Low Density Polyethylene (LLDPE).
1.3.3 Vert Flexible Polyethylene (VFPE).
1.3.4 Linear Medium Density Polyethylene (LMDPE).
1.3.5 Higli Density Polyethylene (HDPE).
1.3.6 Polyvinyl Chloride (PVC).
1.3.7 Flexible Polypropylene (fPP).
NOTE I —The polyethylene identifiers presented in I.3.1-1.3.5:describe
the types of materials typically tested using this test method. These are
t This test method is under the jurisdiction of ASTM Committee D35 on
Geosynthetics and is the direct responsibility of Subcommittee D35.10 on Geomem-
branes.
Current edition approved July I, 2012. Published September 2012. Originally
approved in 1999. Last previous edition approved in 2008 as D6392-08. DOI:
10.1520/D6392-12.
industry accepted trade descriptions and are not technical material
classifications based upon material density.
1.4 This standard does not purport to address all of the
safety concerns, if any, associated with its use. 1t is the
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
bility of regulatory liruitations prior to use.
2. Referenced Documents
2.1 ASTM Standards:2
D638 Test Method for Tensile Properties of Plastics
D4439 Terminology for Geosynthetics
D5199 Test Method for Measuring the Nominal Thickness
of Geosynthetics -
D5994 Test Method for Measuring Core Thickness of Tex-
tured Geomembranes
2.2 EPA Standards:
EPA/600/2-88/052 Lining of Waste Containment and Other
Containment Facilities; Appendix N, Locus of break codes
for various types of FML seams3
3. Terminology
3.1 Definitions of Terms Specific to This Standard: -
3.1.1 geomembrane, n—essentially impermeable geosyn-
thetic composed of one or more synthetic sheets.
3.1.2 quality assurance, n—all planned and systematic ac-
tions necessary to provide adequate confidence that an item or
a facility will perform satisfactorily in service.
3.1.3 quality control, n—the operational techniques and the.
activities, which sustain a quality of material, product, system,
or service that will satisfy given needs; also the use of such
techniques and activities.
4. Significance and Use
4.1 The use of geomembranes as barrier materials to restrict
liquid migration from one location to another in soil and rock
For referenced ASTM standards, visit the ASTM websitc, www.astm.org, or
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
Standards volume information, refer to the standard's Document Summary page on
the ASTM website.
Available from the Superintendent of Documents. US Government Printing
Office, Washington. DC 20402.
Copyright 0 ASTM International, 109 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 10429-2959. United States
Copyright by ASTM Intl (all rights reserved);

cy D6392 —12
has created a need for a standard test method to evaluate the
quality of geomembrane seams produced by thermo-fusion
methods. In the case of geomembranes, it has become evident
that geomembrane seams can exhibit separation in the field
under certain conditions. Although this is an index type test
method used for quality assurance and quality control
purposes, it is also intended to provide the quality assurance
engineer with sufficient seam peel and shear data to evaluate
seam quality. Recording and reporting data, such as separation
that occurs during the pee! test and elongation during the shear
test, will allow the quality assurance engineer to take measures
necessary to ensure the repair of inferior seams during facility
construction, and therefore, minimize the potential for seam
separation in service.
5. Apparatus
5.1 Tensile instrumentation shall meet the requirements
outlined in Test Method D638.
5.2 Grip Faces —Grip faces shall be 25 mm (1 in.) wide and
a minimum of 25 mm (1 in.) in length. Smooth rubber, fine
serrated or coarse serrated grip faces have all been found to be
suitable for testing geomembrane seams.
6. Sample and Specimen Preparation
6.1 Seam Samples —Cut a portion of the fabricated seam
sample from the installed liner in accordance with the project
specifications. It is recommended that the cutout sample be 0.3
m (1 ft) wide and 0.45 m (1.5 ft) in length with the seam
centered in the middle.
6.2 Specimen Preparation —Ten specimens shall be cut
from the sample submittal. The specimens shall be die cut
using a 25 mm (nominal 1 in.) wide by a minimum of 150 mm
(nominal 6 in.) long die. Specimens that will be subjected to
peel and shear tests shall be selected altemately from the
sample and labeled as shown in Fig. 1. Specimens shall be cut
such that the seam is perpendicular to the longer dimension of
the strip specimen.
6.3 Conditioning —Samples should be conditioned for 40 h
in a standard laboratory environment that conforms to the
requirements for testing geosynthetics as stated in Terminology
D4439. Long sample conditioning times typically are not
possible for most applications that require seam testing. Prior
to testing, samples should be conditioned for a minimum of 1
h at 23 ± 2°C and a relative humidity between 50 and 70 %.
7. Destructive Test Methods
7.1 Peel Testing —Subject five specimens to the 90° "T-
Peel" test (see Fig. 2). If the tested sample is a dual hot wedge
seam, five specimens must be examined for each external track
of the seam. Maintaining the specimen in a horizontal position
throughout the test is not required. Fully grip the test specimen
across the width of the specimen. Grip the peel specimen by
securing grips 25 mm (1 in.) on each side of the start of the
seam bond, a constant machine cross head speed of 50 mm (2
in.)/min for HDPE, LMDPE, and PVC, 500 mm (20 in.)/min
for LLDPE, VLDPE, VFPE, and fPP. The test is complete
when the specimen ruptures.
7.2 Shear Testing —Subject five specimens to the shear test
(see Fig.; 2). Fully support the test specimen within the grips
across the width of the specimen. Secure the grips 25 mm ('1
in.) on each side of the start of the seam bond, a constant
machine cross head speed of 50 mm (2 in.)/min for LMDPE
and HDPE, 500 mm (20 in.)/min for fPP, LLDPE, VFPE,
VLDPE, and PVC. The test is complete for HDPE and LMDPE
once the specimen has elongated 50 %. PVC, fPP, LLDPE,
VFPE and VLDPE geomembranes should be tested to rupture.
NOTE 2—Both peel and shear tests for fPP, LLDPE, VLDPE, and PVC
geomembranes have been tested routinely at both 2 and 20 in./min. When
conducting seam peel or shear testing for quality control, or quality
FIG. 1 Seam Sample
•
PEEL #1
SHEAR #1
PEEL#2
SHEAR #2
PEEL #3
SHEAR #3
PEEL #4
SHEAR #4
PEEL #5
SHEAR #5
Copyright by ASTM Int'I (all rights reserved);

IJJ' D6392 —12
FIG. 2 Shear and T Peel Specimens
assurance purposes, or both, it may be necessary to select the manufac-
turer's recommended testing speed. In the absence of explicit testing
speed requirements, follow those recommended in 7.1 and 7.2..
8. Calculations and Observations
8.1 Estimate of Seam Peel Separation —Visually estimate
the seam separation demonstrated prior to rupture for peel
specimens. The estimate shall be based upon the proportion of
the area of the separated bond, to the area of original bonding
to the nearest 5%. However, if at any point across the width of
the peel specimen, seam separation continues to the other side
of the bonded area, the estimate of seam peel separation shall
be 100 % regardless of the proportion of the area of the
separated bond to the area of the original bonding.
8.1.1 In cases of dispute, the peel separation estimate may
be documented via direct measure.
8.1.2 Procedure: Determine the total area of bonded area for
which the peel test was performed using calipers to span
measure the maximum length of the bond being careful not
include squeeze -out or tack welded areas. Verify the seam
width of one inch.
8.1.3 Assign appropriate geometric shapes to approximate
the area of each separated portion of the peeled zone.
8.1.4 Place the peeled specimen flat against the surface of a
flat bed scanner set at 100% scale.
8.1.5 Produce a record of the peeled area for easier shape
assignment and peeled area determination. Care should be
taken to assure intimate contact between the peeled specimen
and the scanner surface so as to preserve dimensions.
8.1.6 Using the same calipers, record the dimensions of
each peeled area.
8.1.7 Using the recorded dimensions, calculate percent peel
as follows and round to the nearest 5%.
S = I00* A/A (1)
where:
S = Percent peel separation
A = Area of peel separation measured
= Area of original bonded region (not including track
weld, tack weld, or squeeze -out, see Note 3 and Note 4)
NOTE 3—During the thermo-fusion welding process, some of the
melted polymer may be shifted to the outside of the weld during the
pressing of the geomembrane panels together. This melted polymer is
sometimes called "squeeze -out" or "bleed out" and is not considered part
of the bond. Care must be exercised during estimation of the seam peel
separation to segregate the squeeze or bleed out area from the peeled bond
area. The reported peel separation shall include the peeled bond area only.
NOTE 4—The exact area of original bond (Ao) for use in Equation 1 for
peel separation is sometimes ambiguous. For most cases, the area of peel
measured for thermo fusion extrusion seams is that area defined by the
width of the specimen multiplied by the distance between the termination
of the top geomembrane and the outermost edge of the extrusion weld
along the bottom geomembrane. To be counted as part of the weld, the
extruded material must be at least as thick as the nominal thickness of the
geomembrane.
8.2 Rupture Mode Selection —Determine the locus of break
for both the peel and shear specimens as shown in Figs. 3 and
4: The locus of break for shear specimens that do not rupture
prior to test end (50 % elongation) shall be interpreted as
occurring in the membrane that exhibits yielding.
Copyright by ASTM Int'I (all rights reserved);
3

D6392 —12
Schematic of
Untested Specimen
tWO 9 ' Wald .. „a,.. =' Q,_.,' Top Sheet
Direction of Initial Peal
Types of Break
t z�
Bottom Sheet
Location of Break
Break Code Description
AD Adhesion Failure
BRK
AD-BRK
Break in sheeting.
Break can be in either
top or bottom sheet
Break in outer edge of
seam. Break can be in either
top or bottom sheet.
Break at inner edge of seam
through both sheets.
Break in first seam after
some adhesion failure.
Break can be in either
top or bottom sheet.
Separation In the plane of
the sheet. Break can be in
either top or bottom sheet.
FIG. 3 Locus -of -Break Codes forUua11 HgelSe�rris7in Unrelnforced Geomembranes Tested for Seam Strength In Shear and Peel
Modes
8.3 Shear Percent Elongation —Calculate the percent elon-
gation on shear specimens according to Eq 2. Divide the
extension at test end by the original gage length of 25 mm and
multiply by 100.
Elongation(E) = X 100
(2)
where:
L = extension at test end, and
Ln = original gauge length.
Nomm 5—The intent of measuring elongation using this test method is
to identify relatively large reductions in typical break elongation values of
seam samples. Length is defined as the distance from one grip to the seam
edge. Using this definition implies that all strain experienced by the
specimen during the shear test occurs on one side of the seam. Of course
this assumption is inaccurate, since some strain will occur on each side of
the seam, and in the seam area itself; however, it is difficult to make an
accurate measurement of the strain distribution which occurs in the
specimen during testing. Further, it is not critical to know the exact
location of all the strain which occurs during testing but rather to simply
identify when significant reductions in elongation (when compared with
the typical elongation of a new tnaterial) have occurred.
9. Report
9.1 The report shall include the following information.
SIP
9.1.1 Report the individual peel and shear specimen maxi-
mum unit tension values in N/mm of width (lb/in.).
NosE.6—If requested, report the maximum peel or shear stress. This
calculation will require an accurate measurement of thickness for each
specimen. These measurements should be made in accordance with Test
Method D5I99 for smooth geomembranes and Test Method D5994 for
textured geomembranes.
9.1.2 Report the cross head speed used during peel and
shear testing.
9.1.3 Report the average of the individual peel and shear
sample values recorded.
9.1.4 If the peel or shear specimen does not rupture, report
the elongation at the maximum cross -head travel limitation. If
the gage length is reduced to less than 25 mm (1 in.), this must
be noted in the report.
9.1.5 Report the mode of specimen rupture for peel and
shear specimens according to Fig. 3 or Fig;. 4.
Copyright by ASTM Int'I (all rights reserved);

Types of Break
===‘
Off -Center Bead
ce' D6392 - 12
Schematic of
Untested Specimen
Baed� DuterArea
�( Buffed Area
Hot Tack (determinated)
Location of Break Description
Break Code
AD1 Failure in adhesion. Specimens may
also delaminate under the bead and
break through the thin extruded
material in the outer area.
AD2 Failure in adhesion.
AD-WLD0)' Break through the fillet.
SE1 Break at seam edge in the bottom
sheet (applicable to shear only).
SE2 Break at seam edge in the top sheet
(applicable to shear only).
SE3 Break at seam edge in the bottom
sheet (applicable to peel only).
BRK1 Break in the bottom sheeting. A "B" in
parebtheses following the code means
the specimen broke in the buffed area.
BRK2 Break in the top sheeting. A "B" in
parebiheses following the code means
the specimen broke in the buffed area.;.
AD-BRK Break in the bottom sheeting after some
adhesion failure between the fillet and the
bottom sheet.
HT Break at the edge of the hot tack for
specimens which could not be
delaminated in the hot tack.
SIP Separation in the plane of the sheet.
(1) Acceptance of AD-WLD breaks may depend on whether test values meet a minimum specification value.
FIG. 4 Locus -of -Break Codes for FlliefExtrusion;Welci Seams, in Unrelnforced Geomembranes Tested for Seam Strength In Shear and
-"zJ Peel Modes
Nora 7—"Locus-of-Failure" (Figs.,3 and 4) include only some of the
typically found seam configurations found in the industry.When this test
method is applied to seams bonded in configurations other than those
identified in Fig. 3 or Fig. 4, the users of this test method must agree on
applicable descriptions for modes of specimen rupture.
10. Precision and Bias
10.1 No statement can be made at this time concerning
precision or bias.
Copyright by ASTM Int'I (all rights reserved);

t' D6392 -12
ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned
in this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk
of infringement of such rights, are entirely their own responsibility.
This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and
if not revised, either reapproved or withdrawn. Your comments am invited either for revision of this standard or for additional standards
and should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of the
responsible technical committee, which you may attend. if you feel that your comments have not received a fair hearing you should
make your views known to the ASTM Committee on Standards, at the address shown below.
Thls standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 1942E-2959,
United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the above
address or at 610-832-9585 (phone), 610-832-9555 (fax), or [e-mail] (e-mail); or through the ASTM website
(wwwastm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.asfm.orgf
COPYRIGHT/).
Copyright by ASTM Intl (all rights reserved); 6

Material Quality
www.dewberry.com

GSE Roll Allocation
Order SO-070563
Customer Plastic Fusion Fabricators, Inc.
Project Name Campbell's Soup Supply Company
Ro1I# Resin Lot Product Code Mfg Date Length
105167917 13F1133 HST-060AE-WBB-B-WO-T 7/11/2013 540
GSF R_2.4-n9n rav ni n2/in

From:FAX SERVICE 007 To:12812308630 SEN5C89 COA
06/17/2013 00:17 Page 5 of 23
Formosa Plastics°
Msg#1706680.0.1
FORMOSA PLASTICS CORPORATION, TEXAS
201 FORMOSA DRIVE PHONE:( 888 )FPCUSA3
PO BOX 700
POINT COMFORT TX 77978
Certificate of Analysis
CUSTOMER:GSE LINING TECHNOLOGY, IN
UP TRACK 14732 WESTFIELD
HOUSTON
PRODUCT :HL3812
RAILCAR
TEST ITEM
FPAX950392
TX 77070
S/0 NO : SEN5C89
CUSTOMER PO : 03-073019
DATE SHIPPED: 6/16/13
LOT NO : 13F1133
WEIGHT (LB) 198,250.00
CUSTID:FT03112 SPIDM4
REFERENCE METHOD TEST VALUE
Melt Index,g/lOmin ASTM D1238 .070
HLMI, g/10 min. ASTM D1238 11.6
Density, g/cm3 ASTM D1505 .9372
QC SUPERVISOR: LINDA KAO

GSE Environmental, LLC
ENVIRONMENTALL'
ROLL TEST. DATA REPORT
Page 1 of 1
Report Date: JuI/11 /2013
Sales Order No.
Customer Name
Project Location
Product Name
ROL Number
SO-070563
Plastic Fusion Fabricators, Inc.
Maxton NC US
HST-060AE-WBB-B-WO-T
Roll Number
Carbon
Stack
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.A811134 it4STW 08083 (pp) 08BW (pp) 08823 )%) D8663 (04) D8803 (pp) D8693 (PW) . . 08823 (%) 00003 (%) D1004 (les) D1004 (les) ASTM ASTM ASTM (Views in 137488 (n:ls)
0599 {.(1), 6$994 ri isM MD TD MD TO MD TO MD . TO MD TO ' 04033 (lM) 01505 )990) 134216 (%) con-Cnt2) Side A
105187917 6:1 75_9.D. 137 140 17 17 245 228 700 669 50 48 144 0.944 2.18 10 23
Laboratory Manager
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road Houston, TX 77073
GSE-8.2,4-029 Rev01 - - 02/10

GSE Roll Allocation
Order SO-070563
Customer Plastic Fusion Fabricators, Inc.
Project Name Campbell's Soup Supply Company
RoII# Resin Lot Product Code Mfg Date Length
105167927 13F1133 HDS-060AE-WBB-B-00 7/11/2013 560
105167928 13F1133 HDS-060AE-WBB-B-00 7/11/2013 560
105167929 13F1133 HDS-060AE-WBB-B-00 7/11/2013 560
105167930 13F1133 H DS-060AE-W BB-B-00 7/11/2013 560
105167931 13F1133 HDS-060AE-WBB-B-00 7/11/2013 560
105167932 13F1133 HDS-060AE-WBB-B-00 7/12/2013 560
105167933 13F1133 HDS-060AE-WBB-B-00 7/12/2013 560
105167934 13F1133 HDS-060AE-WBB-B-00 7/12/2013 560
105167935 13F1133 HDS-060AE-WBB-B-00 7/12/2013 560
105167936 13F1133 H DS-060AE-W BB-B-00 7/12/2013 560
105167937 13F1133 HDS-060AE-WBB-B-00 7/12/2013 560

From:FAX SERVICE 007
06/17/2013 00:17 Page 5 of 23
To:12812308630 SEN5C89 COA Ms01706680.0.1
4\c -Formosa Plastics"
FORMOSA PLASTICS CORPORATION, TEXAS
201 FORMOSA DRIVE
PO BOX 700
POINT COMFORT TX 77978
Certificate of Analysis
CUSTOMER:GSE LINING TECHNOLOGY, IN
UP TRACK 14732 WESTFIELD
HOUSTON
PRODUCT :HL3812
RAILCAR
TEST ITEM
FPAX950392
TX 77070
PHONE:( 888 )FPCUSA3
S/0 NO : SEN5C89
CUSTOMER PO : 03-073019
DATE SHIPPED: 6/16/13
LOT NO : 13F1133
WEIGHT (LB) : 198,250.00
CUSTID:FT03112 SPIDM4
REFERENCE METHOD TEST VALUE
Melt Index,g/l0min ASTM D1238 .070
HLMI, g/10 min. ASTM D1238 11.6
Density, g/cm3 ASTM D1505 .9372
QC SUPERVISOR: LINDA KAO

Report Date:Jul/12/2013
a
co
0
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w
J
J
ce
BOL Number
d
Z
U
a
HDS-060AE-WBB-B-00
Project Location
U
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Plastic Fusion Fabricators, Inc.
Sales Order No.
SO-070563
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Laboratory Manager
GSE-8.2.4-029 Rev01 - - 02/10
19103 Gundle Road Houston, TX 77073
This test report shall not be reproduced, except in full, without written approval of the laboratory.

GSE Roll Allocation
Order SO-070563
Customer Plastic Fusion Fabricators, Inc.
Project Name Campbell's Soup Supply Company
RoII# Resin Lot Product Code Mfg Date Length
105167938 13F1133 H DS-060AE-W BB-B-00 7/12/2013 560
105167939 13F1133 HDS-060AE-WBB-B-00 7/12/2013 560
105167940 13F1133 HDS-060AE-WBB-B-00 7/12/2013 '560
105167941 13F1133 HDS-060AE-WBB-B-00 7/12/2013 560
105167942 13F1.133 HDS-060AE-WBB-B-00 7/12/2013 560
105167943 13F1133 HDS-060AE-WBB-B-00 7/12/2013 560
105167944 13F1133 HDS-060AE-WBB-B-00 7/12/2013 560
105167945 13F1152 HDS-060AE-WBB-B-00 7/12/2013 560
105167946 13F1152 H DS-060AE-W BB-B-00 7/13/2013 560
105167947 13F1152 HDS-060AE-WB13-B-00 7/13/2013 560
105167948 13F1152 HDS-060AE-WBB-B-00 7/13/2013 560
105167949 13F1152 H DS-060AE-W BB-B-00 7/13/2013 560
105167950 13F1152 HDS-060AE-WBB-B-00 7/13/2013 560
105167951 13F1152 HDS-060AE-WBB-B-00 7/13/2013 560
105167952 13F1152 HDS-060AE-WBB-B-00 7/13/2013 524
105167953 13F1152 HDS-060AE-WBB-B-00 7/13/2013 510
105167955 13F1152 HDS-060AE-WBB-B-00 7/13/2013 560
105167956 13F1152 H DS-060AE-W BB-B-00 7/13/2013' 560
105167957 13F1152 HDS-060AE-WBB-B-00 7/13/2013 560
105167958 13F1152 HDS-060AE-WBB-B-00 7/13/2013 560
105167959 13F1152 HDS-060AE-WBB-B-00 7/13/2013 560
105167960 13F1152 HDS-060AE-WBB-B-00 7/13/2013 560
105167961 13F1152 HDS-060AE-WBB-B-00 7/14/2013 560
105167962 13F1152 HDS-060AE-WBB-B-00 7/14/2013 560
105167963 13F1152 HDS-060AE-WBB-B-00 7/14/2013 560
105167964 • 13F1152 HDS-060AE-WBB-B-00 7/14/2013 560
105167966 13F1152 HDS-060AE-WBB-B-00 7/14/2013 370
105167967 13F1152 HDS-060AE-WBB-B-00 7/14/2013 560
105167968 13F1152 HDS-060AE-WBB-B-00 7/14/2013 560
105167969 13F1152 HDS-060AE-WBB-B-00 7/14/2013 560
105167970 13F1152 ' HDS-060AE-WBB-B-00 7/14/2013 560
105167971 13F1152 HDS-060AE-WBB-B-00 7/14/2013 560
105167972 13F1152 HDS-060AE-WBB-B-00 7/14/2013 560
105167973 13F1152 HDS-060AE-WBB-B-00 7/14/2013 560
105167977 13F1152 HDS-060AE-WBB-B-00 7/15/2013 560

From;FAX SERVICE 007
06/17/2013 00:17 Page 5 of 23
To:12812308630 SEN5C89 COA MsgH1706680.0.1
Formosa Plastics'
FORMOSA PLASTICS CORPORATION, TEXAS
201 FORMOSA DRIVE PHONE:( 888 )FPCUSA3
PO BOX 700
POINT COMFORT TX 77978
Certificate of Analysis
CUSTOMER:GSE LINING TECHNOLOGY, IN
UP TRACK 14732 WESTFIELD
HOUSTON
PRODUCT :HL3812
RAILCAR
TEST ITEM
EPAX950392
TX 77070
S/0 NO : SEN5C89
CUSTOMER PO : 03-073019
DATE SHIPPED: 6/16/13
LOT NO : 13F1133
WEIGHT (LB) : 198,250.00
CUSTID:FT03112 SPIDM4
REFERENCE METHOD TEST VALUE
Melt Index,g/lOmin ASTM D1238 .070
HLMI, g/10 min. ASTM D1238 11.6
Density, g/cm3 ASTM D1505 .9372
QC SUPERVISOR: LINDA KAO

GSE Environmental, LLC
ENVIRONMENTAL
ROLL TEST DATA REPORT
Page 1 of 2
Report Date:Jul/15/2013
Sales Order No.
Customer Name
Project Location
Product Name
BOL Number
SO-070563
Plastic Fusion Fabricators, Inc.
Maxton NC US
HDS-060AE-WBB-B-00
Roll Number
Carbon
Black
,7'7----.1 Yintl Yield YIW Yield Break freak Bmak BreeN Tear Teec. Carbon Dispersion
FAvar` ;. (:1G+een'un1' SbSTM ASTM EASTMan EWnpatiae StmTM SlSTM E1A Mae ESA Th Resistance Resistance Puncture Block ASTM
�ilA5TMas �l)dcY.t(oes � 693 (p 993 ( A93 (%) A5TM 663 (p ASTM A57'M A93 ASTM ASTM Resistance Donsily Content 135596
ASTM
'*'ADT_M % :_gr ) Dtk3M (ppi) 08593 (ppi) � DB893 DS593 (%) DeeM (opt) D5eT (pp,) DDti93 (%) OBe93 (%) D1004 (las) 01004 (Ibs) ASTM - ASTM ASTM (Views in.
3FS11i9(inis) ;D519S'( ) MD TD MO TD MO TD MO TD MD TD CHM Os) D1505 (W.) D421B VA) Ceti-Cat2)
105167938
105167939
105167940
105167941
105167942
105167943
105167944
105167945
105167946
105167947
105167948
105167949
105167950
.105167951
105167952
105167953
105167955
105167958
105167957
105167958 Al
105167959 160
105167960 0
105167961
105167962
105167963
105167984
105167966
105167987
105167968
105167969
105167970
105167971 pp61
105167972 f61:
105167973 60
6D
60
i
60q
60.
60
76 '
61
60��0
60
6°)
60;
80,
60
6;1�
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60,
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60
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Z60
i:-
61
:
60;,
60i1
< f
61�
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59 133 137 17 17 302 316 875 952 47 44 146 0.944 2.35 10
59 133 137 17 17 302 316 875 952 47 44 146 0.944 2.35 10
58 133 137 17 17 302 316 875 952 47 44 146 0.944 2.35 10
58 135 141 17 17 307 332 897 997 47 44 144 0.945 2.24 10
59 135 141 17 17 307 332 897 997 47 44 144 0.945 2.24 10
57 135 141 17 17 307 332 897 997 47 44 144 0.945 2.24 10
56 132 139 17 16 285 325 827 982 47 43 140 0.944 2.29 10
56 132 139 17 16 285 325 827 982 47 43 140, 0.944 2.29 10
57 132 139 17 16 285 325 827 982 47 43 140 0.944 2.29 10
57 131 140 17 16 279 298 839 939 46 43 139 0.946 2.61 10
57 131 140 17 16 279 298 839 939 46 43 139 0.946 2.61 10
57 131 140 17 16 279 298 839 939 46 43 139 0.946 2.61 10
59 140 149 17 16 301 313 854 920 48 45 142 0.945 2.52 10
59 140 149 17 16 301 313 854 920 48 45 142 0.945 2.52 10
59 140 149 17 16 301 313 854 920 48 45 142 0.945 2.52 10
57 ' 147 157 16 16 288 297 794 904 50 47 144 0.945 2.59 10
60 147 157 16 16 288 297 794 904 50 47 144 0.945 2.59 10
58 147 157 16 16 288 297 794 904 50 47 144 0.945 2.59 10
59 135 143 16 16 290 325 825 966 47 45 142 0.945 2.55 10
59 135 143 16 16 290 325 825 968 47 45 142 0.945 2.55 10
58 135 143 16 16 290 325 825 968 47 45 142 0.945 2.55 10
59 136 145 16 16 308 281 889 843 47 44 141 0.945 2.57 10
59 136 145 16 16 308 281 889 843 47 44 141 0.945 2.57 10
58 136 145 16 16 308 281 889 843 47 44 141 0.945 2.57 10
58 134 140 17 16 286 315 824 945 46 44 143 0.945 2.66 10
58 134 140 17 16 286 315 824 945 46 44 143 0.945 2.66 10
59 134 140 17 16 286 315 824 945 46 44 143 0.945 2.66 10
58 146 153 16 16 305 300 856 856 50 46 . 145 0.945 2.59 .10
59 146 153 16 16 305 300 856 856 50 46 145 0.945 2.59 10
58 146 153 16 16 305 300 856 856 50 46 145 0.945 2.59 10
60 142 150 16 16 289 322 835 950 49 46 146 0.945 2.62 10
58 142 150 16 16 289 322 835 950 49 46 146 0.945 2.62 10
59 142 150 16 16 289 322 635 950 49 46 •146 0.945 2.62 10
58 129 134 16 17 281 306 852 939 47 44 139 0.945 2.52 10

GSE Environmental, LLC
ENVIRONMENTAL"'
ROLL TEST DATA REPORT
Page 2 of 2
Report Date:Jul/15/2013
Sales Order No.
Customer Name
Project Location
Product Name
BOL Number
SO-070563
Plastic Fusion Fabricators, Inc,
Maxton NC US
HDS-060AE-WBB-B-00
Roll Number
Carbon
Black
Yield Yield Yield Yldd Break Brook Brook Brook Tom Tar Carom Dispersion
F;"Atiragai rMrv,ioo, Strength Sboogh Ebngalion El0000boo Strength Stronglh EWngobon • EWnga<bn Resistance Resistance Puncture 2y Black ASTM
'ontent 13S5416
1„r'ASTMnest ASTMF 08403(A(pp) 16803(pp) D86033%) D86933M(%) 06.093(AST(pASTpp) , D8003(MPW) 0861333(16) D66933M(%) D106r(lbs) D1081 Ohs) Resistance ASTM ASTM ASTASTM ASTM (Views in
D5199 (niis) 05t00 (g 0g5 ; MD TD MO TO MO TO MO TD MD TD Ds833 Os) D1505 (grcc) 04218 (%) Cot t-Cat2)
105167977 'r?`'8.11 58 129 134 16 17 281 306 852 939 47 44 139 0.945 2.52 10
Laboratory Manager �--
This test report shall not be reproduced, except in full, without written approval of the laboratory.
19103 Gundle Road Houston, TX 77073
GSE-8.2.4-029 Rev01 - - 02/10

GSE Roll Allocation
Order SO-070563
Customer Plastic Fusion Fabricators, Inc.
Project Name Campbell's Soup Supply Company
Ron Resin Lot Product Code Mfg Date Length
105167982 13F1152 H DS-060AE-W BB-B-00 7/15/2013 560
105167983 13F1152 HDS-060AE-WBB-B-00 7/15/2013 560
105167984 13F1152 HDS-060AE-WBB-B-00 7/15/2013 560
105167985 13F1132 HDS-060AE-WBB-B-00 7/15/2013 560
105167986 13F1132 H DS-060AE-W BB-B-00 7/15/2013 560
105167989 13F1132 - HDS-060AE-WBB-B-00 7/16/2013 560
105167990 13F1132 HDS-060AE-WBB-B-00 7/16/2013 560
105167991 13F1132 HDS-060AE-WBB-B-00 7/16/2013 560

Formosa Plastics
FORMOSA PLASTICS CORPORATION, TEXAS
201 FORMOSA DRIVE
PO BOX 700
POINT COMFORT TX 77978
Certificate of
CUSTOMER:GSE LINING TECHNOLOGY, IN
UP TRACK 14732 WESTFIELD
HOUSTON
PRODUCT :HL3812
RAILCAR
TEST ITEM
Melt Index,g/lOmin
HLMI., g/10 thin.
Density, g/cm3
FPAX200162
Analysis
PHONE:( 888 )FPCUSA3
S/0 NO : SEN5C98
CUSTOMER PO : 03-073019
DATE SHIPPED: 6/28/13
TX 77070 LOT NO : 13F1152
WEIGHT (LB) : 198,350.00
CUSTID:FT03112 SPIDM4
REFERENCE METHOD
ASTM D1238
ASTM D1238
ASTM.D1505
TEST VALUE
.080
10.9
.9376
QC SUPERVISOR: LINDA KAO

GSE Environmental, LLC
ENVIRONMENTAL
ROLL TEST DATA REPORT
Page 1 of 1
Report Date:Jul/16/2013
Sales Order No.
Customer Name
Project Location
Product Name
BOL Number
SO-070563
Plastic Fusion Fabricators, Inc.
Maxton NC US
HDS-060AE-WBB-B-00
Roll Number
105167982
105167983
105167984
105167985
105167986
105167989
105167990
105167991
Carbon
Yield ck
Yield Yield Yield Broek Bro k B,o k Break Tear Toar Carbon Biers
f ,Avera`(N`F' ?rrjinnnu ,..- Stranplf' Sirerplh Ebnga! E1�pawn 54er h Sigh knn Ep68Mbn Resistance Resistance Puncture Black ASTM
TtiisfcnassF -71 mss' ASTM ASTM ASTM ASTM ASTM ASTM E ASTM ASOM ASTM ASTM Resistance Dansily Content D5596
a-ASTM ASTPT . D5093 (pp) DBS83 (ppi) D8603 (%) D6693 (%) D8683 (pp() DO683 (ppi) D6093 (%) D6683 (%) D1004 ells) 01004 (Ill) ASTM ASTM ASTM (Views in
05199 BP4-0,051891,txis)', MD TD MD TD MD TO MI) TO MO ID D4633ells) D1505(gr¢) 0421B(%) Call-Cat2)
61
Laboratory Manager
58 142 152 16 17 286 334 812 992 49 46 140 0.945 2.56 10
59 141 139 17 17 303 305 888 936 48 45 142 0.945 2.51 10
59 141 139 17 17 303 305 888 936 48 45 142 0.945 2.51 10
57 141 139 17 17 303 305 888 936 48 45 142 0.945 2.51 10
59 145 147 16 16 310 314 878 924 49 48 145 0.945 2.48 10
59 145 147 16 16 310 314 878 924 49 48 145 0.945 2.48 10
58 145 147 16 16 310 314 878 924 49 48 145 0.945 2.48 10
59 142 154 16 16 329 351 914 1008 49 46 142 0.943 2.17 10
This test report shall not be reproduced. except in lull, without written approval of the laboratory.
19103 Gundle Road Houston, TX 77073 GSE-8 2.4-029 Rev01 - - 02/10

VIRONMENTAL
GSE Environmental, LLC
Roll Allocation List
les Order: SO-070563
stomer Name: Plastic Fusion Fabricators, Inc.
eject Name: PFF/Campbell Soup
arial number
31427790
31427791
31427792
31427913
31427914
31427915
31427916
31427917
314279/8
31427919
31427920
31427921
31427922
31427923
31427924
31427925
31427926
31427927
31427928
31427929
31427931
31427932
31427933
31427934
31427935
31427936
31427937
31427938
31427939
31427940
31427941
Item Number
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
,E 8.2.4-021 Rev 01 08/12
Top
130455634
130455634
130455634
130455641
130455641
130455641
130455641
130455641
130455640
130455640
130455640
130455640
130455640
130455639
130455639
130455639
130455629
130455629
130455629
130455629
130455629
130455620
130455620
130455620
130455620
130455620
130455620
130450180
130450180
130450180
130450180
Bottom
130455637
130455637
130455637
130455632
130455632
130455632
130455632
130455632
130455624
130455624
130455624
130455624
130455624
130455633
130455633
130455633
130455633
130455633
130443725
130443725
130443725
130455635
130455635
130455635
130455635
130455635
130455635
130455644
130455644
130455642
130455642
Manufacturing
date Length
7/8/2013
7/8/2013
7/8/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
270.00
270.00
226.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
Page 1
7/12/2013
09:54:05 am

r 1
VIRONMENTAL'
GSE Environmental, LLC
Roll Allocation List
les Order: SO-070563
Istomer Name: Plastic Fusion Fabricators, Inc.
eject Name: PFF/Campbell Soup
:vial number
31427942
31427943
31427944
31427945
31427946
31427947
31427948
31427949
31427950
31427951
31427952
31427953
31427954
31427955
31427956
31427957
31427960
31427961
31427962
31427963
31427964
31427965
31427966
31427967
31427968
31427969
31427970
31427971
31427972
31427973
31427974
Item Number
FS2-200E-06=06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
E 8.2.4-021 Rev 01 08/12
Top
130455621
130455621
130455621
130455621
130455621
130455621
130455619
130455619
130455619
130455619
130455619
130455622
130455622
130455622
130455622
130455622
130455645
130455645
130455645
130455645
130455645
130455636
130455636
130455636
130455636
130455636
130455638
130455638
130455638
130455638
130455638
Bottom
130455642
2022241221
2022241221
2022241221
2022241221
2022241221
130449653
130449653
130442496
2022505389
2022505389
2022505389
2022505389
130450298
130450298
130450348
130447635
130455623
130455623
130455643
130455643
130455643
130455643
130455643
130443736
2022505388
2022505388
2022505388
2022505388
2022505388
130443744
Manufacturing
date Length
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
Page 2
7/12/2013
09:54:05 am

VIRONMENTAL
GSE Environmental. LLC
Roll Allocation List
les Order: SO-070563
Istomer Name: Plastic Fusion Fabricators, Inc.
Dject Name: PFF/Campbell Soup
!dal number
31427975
31427976
31427977
31427978
31427979
31427980
31427981
31427982
31427983
31427984
31427985
31427986
31427987
31427988
31427989
31427990
31427991
31427992
31427993
31427994
31427995
31427996
31427997
31427998
31427999
31428000
31428001
31428002
31428003
31428004
31428005
Item Number
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
FS2-200E-06-06-F-00
E 8.2.4-021 Rev 01 08/12
Top
2022505509
2022505509
2022505509
2022505509
2022505509
2022297271
2022297271
2022297271
2022297271
2022297271
2022450258
2022450258
2022450258
2022450258
2022450226
2022450226
2022450226
2022450226
2022450235
2022450235
2022450235
2022507645
2022507645
2022507645
2022507645
2022507645
2022509497
2022509497
2022509497
2022509497
2022509497
Bottom
130443744
130443744
2022450214
2022450214
2022450214
2022450214
2022450214
2022505504
2022505504
2022505504
2022505504
2022450162
2022450162
2022450162
2022450251
2022450251
2022450266
2022450266
2022450266
2022509491
2022509491
2022509491
2022509491
2022509491
2022505511
2022505511
2022505511
2022178160
2022178160
2022509493
2022509493
Manufacturing
date Length
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/10/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
7/11/2013
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
270.00
Page 3
7/12/2013
09:54:05 am

NVIRONMENTAL'
GSE Environmental, LLC
Roll Allocation List
;ales Order: SO-070563
:ustomer Name: Plastic Fusion Fabricators, Inc.
'roject Name: PFF/Campbell Soup
Manufacturing
aerial number Item Number Top Bottom date Length
131428006 FS2-200E-06-06-F-00 2022450252 20,22509493 7/11/2013 270.00
131428007 FS2-200E-06-06-F-00 2022450252 2022509493 7/11/2013 270.00
131428008 FS2-200E-06-06-F-00 2022450252 2022507643 7/11/2013 270.00
131428009 FS2-200E-06-06-F-00 2022507641 2022507643 7/11/2013 270.00
131428010 FS2-200E-06-06-F-00 2022507641 2022507643 7/11/2013 270.00
131428011 FS2-200E-06-06-F-00 2022507641 2022509492 7/11/2013 _ 270.00
131428012 FS2-200E-06-06-F-00 2022507641 2022509492 7/11/2013 270.00
131428013 FS2-200E-06-06-F-00 2022507641 2022509492 7/11/2013 270.00
131428014 FS2-200E-06-06-F-00 2022509494 2022509492 7/11/2013 270.00
131428015 FS2-200E-06-06-F-00 2022509494 2022470840 7/11/2013 270.00
131428016 FS2-200E-06-06-F-00 2022509494 2022470840 7/11/2013 270.00
131428017 FS2-200E-06-06-F-00 2022509494 2022470840 7/11/2013 270.00
131428018 FS2-200E-06-06-F-00 130455715 2022470840 7/11/2013 270.00
131428024 FS2-200E-06-06-F-00 130455715 130450195 7/11/2013 270.00
131428025 FS2-200E-06-06-F-00 130455715 130450195 7/11/2013 270.00
131428026 FS2-200E-06-06-F-00. 130455730 130450195. 7/11/2013 270.00
131428027 FS2-200E-06-06-F-00 130455730 '130450195 7/11/2013 270.00
131428028 FS2-200E-06-06-F-00 130455730 130450195 7/11/2013 270.00
131428029 FS2-200E-06-06-F-00 130455730 130455725 7/11/2013 270.00
131428030 FS2-200E-06-06-F-00 130455733 130455725 7/11/2013 270.00
131428031 FS2-200E-06-06-F-00 130455733 .130455725 7/11/2013 270.00
131428032 FS2-200E-06-06-F-00 130455733 130455725 7/11/2013 270.00
131428033 FS2-200E-06-06-F-00 130455733 130455725 7/11/2013 270.00
131428034 FS2-200E-06-06-F-00 130455733 130455731 7/11/2013 270.00
131428035 FS2-200E-06-06-F-00 130455728 130455731 7/11/2013 270.00
131428036 FS2-200E-06-06-F-00 130455728 130455731 7/11/2013 270.00
131428037 FS2-200E-06-06-F-00 130455728 130455731 7/11/2013 270.00
131428038 FS2-200E-06-06-F-00 130455728 130455731 7/11/2013 270.00
iSE 8.2.4-021 Rev 01 08/12
Page 4
7/12/2013
09:54:05 am

GSE Environmental, LLC
ENVIRONMENTAL
ROLL TEST DATA REPORT
Page 1 of 2
Report Date: Jul/12/2013
Sales Order No.
Customer Name
Project Location
Product Name
BOL Number
SO-070563
Plastic Fusion Fabricators, Inc.
Maxton , NC US
FBR-060E-EBC-E-00
Roll Number
Moss per ASTM ASTM ASTM
Und Area 04491 ASTM ASTM ASTM ASTM ASTM 04533 04533 Puncture
ASTM Water Flow 04491 . ASTM 04932 Grub D4932 Grub 04632 Grab 04932 Grab Trapezoidal Tmpezoidal Roslata cu
D5281 Rate (ou d7 (9P 7 P� Irv) D4`5 ADS Sure) o l ength Ei(%) p Ebr,gatcn Taargbs) Toar9ps) ASTM
'fT (16) TD MO TD DOM pbs)
130442496 6.4 119 1.60 0.212 167 237 105 114 88 146 109
130443725 7.4 131 1.70 0.212 192 228 121 137 117 190 120
130443736 6.3 157 2.10 0.212 162 222 109 125 78 133 107
130443744 7.3 157 2.10 0.212 193 238 137 117 167 272 123
130447635 6.3 148 2.00 0.212 178 197 96 135 92 128 106
130449653 6.8 167 '2.20 0.212 204 206 77 116 128 134 1.18
130460180 8.4 149 2.00 0.212 228 245 104 123 1.19 187 141
130460195 8.8 131 1.80 0.212 207 255 102 126 115 153 147
130450298 6.7 174 2.30 0.212 179 173 94 148 102 127 125
130450348 7.2: 189 2.50 0.212 195 217 101 121 95 112 121
130455619 7.2 149 2.00 0.212 211 285 112 115 104 149 122
130455620 8.7 144 1.90 0.212 163 205 120 128 •93 154 104
130455621 6.7 144 1.90 0.212 163 205 120 128 93 '154 104
130455622 6.7 144 1.90 0.212 163 205 120 128 •93 154 104
130455623 6.7 144 1.90 0.212 163 205 120 128 93 154 104
130455624, 6.7 131 1.80 0.212 196 244 104 125 89 129 114
130455629 7.0 131 1.80 0.212 199 .256 104 124 91 . 142 113
130455632 6.6 131 1.80 0.212 192 233 100 126 93 122 119
130455633 6.6 131 1.80 0.212 192 233 100 • 126 93 122 119
130455634 6.6 131 1.80 0.212 192 233 100 126 93 122 119
130455635 6.6 131 1.80 0.212 192 233 ' 100 126 93 122 119
130455636 6.7 131 1.80 0.212 208 261 101 115 87 161 121
130455637 6.7 131 1.80 0.212 '208 261 101 115 87 161 121
130455638 6.7 131 1.80 0.212 208 261 101 115 87 161 121
130455639 6.7 131 . 1.80 0.212 208 261 101 115 87 161 121'
130455640 7.0 131 1.80 0.212 175 228 108 132 107 147 112
130455641 7.0 131 1.80 0.212 175 228 108 132 107 147 112
130455642 7.0 131 1.80 0.212 175 228 108 132 107 147 112
130455643 7.2 139 1.90 0.212 220 255 94 122 98 136 125
130455644 7.2 139 1.90 0.212 220 255 94 122 98 136 125
130455645 7.2 139 1.90 0.212 220 255 94 122 98 136 125
130455715 7.2 196 2.60 0.212 201 226 110 117 95 116 113
130455725 7.2 157 2.10 0.212 172 222 112 126 78 120 96
130455728 7.0 157 2.10 0,212 195 248 109 130 90 141 107

GSE Environmental, LLC
ENVIRONMENTAL
ROLL TEST DATA REPORT
Page 2 of 2
Report Date: Jul/12/2013
Sales Order No.
Customer Name
Project Location
Product Name
BOL Number
SO-070563
_ Plastic Fusion Fabricators, Inc.
Maxton , NC US
FBR-060E-EBC-E-00
Roll Number
Mass per ASTM ASTM ASTM
Unl Area 04401 ASTM ASTM ASTM ASTM ASTM D4533 D4533 Puncture
ASTM Water Flow D4491 ASTM 046tr3n2�G11rohb 04632 Grab D4632 Grab D4632 Grab Trapezoidal Trapezoidal . Resistance
D5261ASTM
(�' Rate WWII') Permittivity D1(51 �) AOS ()bs) MD Sbonoth E(%)gMO E(�O Toar is) Ta TTD ) 04033 pbs)
130455730 7.0 157 2.10 0.212 195 248 109 130 90 141 107
130455731 7.0 157 2.10 0.212 195 248 109 130 90 141 107
130455733 6.6 157 2.10 0.212 184 216 105 139 91 123 126
Laboratory Manager
This test report shall not be reproduced. except in full, without written approval of the laboratory..
19103 Gundle Road - Houston, Texas 77073
GSE-8.2 4-029 Rev01 - - 02110

GSE Environmental, LLC
ENVIRONMENTAL
ROLL TEST DATA REPORT
Page 1 of 4
Report Date:Jul/12/2013
Sales Order No.
Customer Name
Project Location
Product Name
BOL Number
SO-070563
Plastic Fusion Fabricators, Inc.
Maxton NC US
FS2-200E-06-06-F-00
Roll Number
Ply
Carton Mammon Adhesion Ply Adiesgn Ply Adhesion
gn Gae( Tensile Mock Amapa AverageMsern Minimum
Thickness Strenplh Do, ( Golden! ASTM ASTM ASTM ASTM
ASTM ASfl.1 ASTM ASTM D7005 (ppi) 07005 (ppi) 07015 ( ) D7005 (ppi)
05199 (mils) D7179 (pp) 01505 (g!s) 04218 OM side A Side B Slae A Side S
131427790 227 60 0.965 2.68 2.7 3.7 1.9 2.5
131427791 205 54 0.965 2.45 2.5 3.8 1.7 2.5
131427792 205 54 0.965 2.45 2.5 3.8 1.7 2.5
131427913 205 54 0.965 2.45 2.5 3.8 1.7 2.5
131427914 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427915 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427916 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427917 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427918 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427919 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427920 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427921 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427922 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427923 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427924 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427925 207 51 0.962 2.19 4.0 2.5 2.9 1.9
131427926 207 57 0.963 2.57 2.7 2.3 1.8 1.6
131427927 207 57 0.963 2.57 2.7 2.3 1.8 1.6
131427928 207 57 0.963 2.57 2.7 2.3 1.8 1.6
131427929 207 57 0.963 2.57 2.7 2.3 1.8 1.6
_ 131427931 207 57 0.963 2.57 2.7 2.3 1.8 1.6
131427932 207 57 0.963 2.57 2.7 2.3 1.8 1.6
131427933 207 57 0.963 2.57 2.7 2.3 1.8 1.6
131427934 • 207 57 0.963 2.57 2.7 2.3 1,8 1.6
131427935 207 57 0.963 2.57 2.7 2.3 1.8 1.6
131427936 207 57 0.963 2.57 2.7 2.3 1.8 1.6
131427937 207 57 0.963 2.57 2.7 2.3 1.8 1.6
131427938 205 51 0.965 2.55 2.4 3.2 1.8 2.3
131427939 205 51 0.965 2.55 2.4 3.2 1.8 2.3
131427940 205 51 0.965 2.55 2.4 3.2 1.8 2.3
131427941 205 51 0.965 2.55 2.4 3.2 1.8 2.3
131427942 205 51 0,965 2.55 2.4 3.2 1.8 2.3
131427943 205 51 0.965 2.55 2.4 3.2 1.8 2.3
131427944 205 51 0.965 2.55 2.4 3.2 1.8 2.3

GSE Environmental, LLC
ENVIRONMENTAL
ROLL TEST DATA REPORT
/GSE�
QC
Page 2 of 4
Report Date: Jul/12/2013
Sales Order No.
Customer Name
Project Location
Product Name
BOL Number
SO-070563
Plastic Fusion Fabricators, Inc.
Maxton NC US
FS2-200E-06-06-F-00
Roll Number
Saone'
Thickness
ASTM
SSID9 (mils)
Tons is
S h Dan
AS7 AST
D71784ppi) D1505 Ws)
Cerb n ALLA t Adhayion Ply Adhesion ply Mhesion
&arA Average Averogo Mirimum Mrtarmm
Content ASTM ASTM ASTM ASTM
ASTM 01005 07805(ppi) 07005 (pi) D7005(ppf)
D4218(%) 54.A Stle9 SdoA Stle9
131427945 205 51 0.965 2.55 2.4 3.2 1.8 2.3
131427946 205 51 0.965 2.55 2.4 3.2 1.8 2.3
131427947 205 51 0.965 2.55 2.4 3.2 1.8 2.3
131427948 205 51 0.965 2.55 2.4 3.2 1.8 2.3
131427949 205 51 0.965 2.55 2.4 3.2 1.8 2.3
131427950 207 55 0.963 2.45 4.7 5.3 3.5 4.2
131427951 207 55 0.963 2.45 4.7 5.3 3.5 4.2
131427952 207 55 0.963 2.45 4.7 5.3 3.5 4.2
131427953 207 55 0.963 2.45 4.7 5.3 3.5 4.2
131427954 207 55 0.963 2.45 4.7 5.3 3.5 4.2
131427955 207 55 0.963 2.45 4.7 5.3 3.5 4.2
131427956 207 55 0.963 2.45 4.7 5.3 3.5 4.2
131427957 207 55 0.963 2,45 4.7 5.3 3.5 4.2
131427960 207 55 0.963 2,45 4.7 5.3 3.5 4.2
131427961 207 55 0.963 2.45 4.7 5.3 3.5 4.2
131427962 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427963 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427964 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427965 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427966 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427967 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427958 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427969 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427970 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427971 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427972 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427973 214 56 0.964 2.41 1.7 2.9 1.0 2.1
131427974 208 53 0.963 2.39 2.9 3.2 2.2 2.4
131427975 208 53 0.963 2.39 2.9 3.2 2.2 2.4
131427976 208 53 0.963 2.39 2.9 3.2 2.2 2.4
131427977 208 53 0.963 2.39 2.9 3.2 2.2 2.4
131427978 208 53 0.963 2.39. 2.9 3.2 2.2 2.4
131427979 208 53 0.963 2.39 2.9 3.2 2.2 2.4
131427980 208 53 0.963 2.39 2.9 3.2 2.2 2.4

GSE Environmental, LLC
ENVIRONMENTAL
ROLL TEST DATA REPORT
Page 3 of 4
Report Date:JuV12/2013
Sales Order No.
Customer Name
Project Location
Product Name
BOL Number
SO-070563
Plastic Fusion Fabricators, Inc.
Maxton NC US
FS2-200E-06-06-F-00
Roll Number
Ply Carbon Adhesion A05onion WYAdhasion Ply Adhesion
Gomel Tensile Black Average Aramga Miinnwn Mnkm m
Thickness Strenngqtfh De00y Conlent ASTM . ASTM ASTM ASTM
ASTM ASTM ASTM ASTM 07005(pp) 07005(pp) - D7005I 1 D7005 (pq)
Mtn (eels) D7170 (pp) D1506 (g/m) D4218 (%) Side A Sid, B sld, A Side B
131427981 208 53 0.963 2.39 2.9 3.2 2.2 2.4
131427982 208 53 0.963 2.39 2.9 3.2 2.2 2.4
131427983 208 53 0.963 2.39 2.9 3.2 2.2 2.4
131427984 208 53 0.963 2.39 2.9 3.2 2.2 2.4
131427985 208 53 0.963 2.39 2.9 3.2 2.2 2.4
131427986 205 52 0.961 2.68 2.5 4.0 1.8 3.2
131427987 205 52 0.961 2.68 2.5 4.0 1.8 3.2
131427988 205 52 0.961 2.68 2.5 4.0 1.8 3.2
131427989 205 52 0.961 2.68 2.5 4.0 1.8 3.2
131427990 205 52 0.961 2.68 2.5 4.0 1.8 3.2
131427991 205 52 0.961 2.68 2.5 4.0 1.8 3.2
131427992 205 52 0.961 2.68 2.5 4.0 1.8 3.2
131427993 205 52 0.961 2.68 2.5 4.0 1.8 3.2
131427994 205 52 0.961 2.68 2.5 4.0 1.8 3.2
131427995 205 52 0.961 2.68 2.5 4.0 1.8 3.2
131427996 205 .52 0.961 2.68 2.5 4.0 1.8 3.2
131427997 205 52 0.961 2.68 2.5 4.0 1.8 3.2
131427998 209 56 0.963 2.46 4.7 5.8 3.7 4.3
131427999 209 56 0.963 2.46 4.7 5.8 3.7 4.3
131428000 209 56 0.963 2.46 4.7 5.8 3.7 4.3
131428001 209 56 0.963 2.46 4.7 5.8 3.7 4.3
131428002 209 56 0.963 2.46 4.7 5.8 3.7 4.3
131428003 209 56 0,963 2.46 4.7 5.8 3.7 4.3
131428004 209 56 0.963 2.46 4.7 5.8 3.7 4.3
131428005 209 56 0.963 2.46 4.7 5.8 3,7 4.3
131428006 209 56 0.963 2.46 4.7 5.8 3.7 4.3
131428007 209 56 0.963 2.46 4.7 5.8 3.7 4.3
131428008 209 56 0.963 2.46 4.7 5.8 3.7 4.3
131428009 209 56 0.963 2.46 4.7 5.8 3.7 4.3
131428010 210 61. 0.965 2.63 6.8 6.5 5.4 5.2
131428011 210 61 0.965 2.63 6.8 6.5 5.4 5.2
131428012 210 61 0.965 2.63 .. 6.8 6.5 5.4 5.2
131428013 210 61 0.965 2.63 6.8 6.5 5.4 5.2
131428014 210 61 0,965 2.63 6.8 6.5 5.4 5.2

GSE Environmental, LLC
ENVIRONMENTAL
ROLL TEST DATA REPORT
Page 4 of 4
Report Date:Jul/12/2013
Sales Order No.
Customer Name
Project Location
Product Name
BOL Number
SO-070563
Plastic Fusion Fabricators, Inc.
Maxton NC US
FS2-200E-06-06-F-00
Roll Number
Ply Ply
Carbon Adhesion A4hezlon trAte on Pry Adhesion
Gemmel Temko Black Averapo Avempe Mewmum M n
Thickness Stro�glh Den,�fy Coolant ASTM ASTM ASTM ASTM
ASTM ASTM ABTM ASTM 07005 (ppi) D7005 (pail) D7005 (pp8 D7005(pp.)
D5190 (mils) D7170 (ppi) D1505 (plcs) D4218 (%) Side A Side 9 Side A Side 8
131428015 210 61 0.965 2.63 6.8 6.5 5.4 5.2
131428016 210 61 0.965 2.63 6.8 6.5 5.4 5.2
131428017 210 61 0.965 2.63 6.8 6.5 5.4 5.2
131428018 210 61 0.965 2.63 6.8 6.5 5.4 5.2
131428024 210 61 0.965 2.63 6.8 6.5 5.4 5.2
131428025 206 55 0.963 2.37 5.2 4.6 4.3 3.8
131428026 206 55 0.963 2.37 5.2 4.6 4.3 3.8
131428027 206 55 0.963 2.37 5.2 4.6 4.3 3.8
131428028 206 55 0.963 2.37 5.2 4.6 4.3 3.8
131428029 206 55 0.963 2.37 5.2 4.6 4.3 3.8
131428030 206 55 0.963 2.37 5.2 4.6 4.3 3.8
131428031 206 55 0.963 2.37 5.2 4.6 4.3 3.8
131428032 206 55 0.963 2.37 5.2 4.6 4.3 3.8
131428033 206 55 0.963 2.37 5.2 4.6 4.3 3.8
131428034 206 55 0.963 2.37 5.2 4.6 4.3 3.8
131428035 206 55 0.963 2.37 5.2 4.6 4.3 3.8
131428036 206 55 0.963 2.37 5.2 4.6 4.3 3.8
.131428037 208 53 0.965 2.49 6.5 5.4 5.5 . 4.3
131428038 208 53 0.965 2:49 6.5 5.4 5.5 4.3
Laboratory Manager
This test report shall not be reproduced, except in fun. without wed' en approval of.the laboratory.
19103 Gundte Road Houston, TX 77073
GSE-8.2.4-029 Rev01 - - 02/10

ENVIRONMENTAL
Shipping Order - Packing List - Original - Not Negotiable
GSE Environmental, LLC Kingstree, SC
Pagel of2
Number BL-0073393
Received at KIngstmo, SC from GSE Lining Technology, LLC the property described below, in apparent good order, except as noted (contents and condition of packages unknown), marked, consigned, and
destined as Indicated below, which said Camer agrees to carry to the place of delivery at said destination. It is mutually agreed as to each Carrier of all or any said property, over all or any portion of said route to
destination, and as to each party at any time interested in all or any of said property, that every service performed hereunder shall be subject to the rates and contract agreed to in writing by GSE Lining Technology
LLC and Carrier. GSE Lining Technology, LLC s obligation to pay freight charges far the shipment is conditioned on (1) the existence of a separate written contract with the carrier transporting the freight and (2) the
carrier s name appearing on this Bill of Lading, and other carriers must look solely to a party other than GSE Lining Technology, LLC for payment
Ship to: PFF/ Campbell's Soup Supply Company Ship date: Jul/12/2013
Maxton Plant
2120 N C Hwy 71 North Branch plant: 1503
Greg Westbrook 910-844-1331
Maxton, NC 28364 Sales order: SO-070563
Shipping instructions: 24 hr precall required - TRUCKS WILL NOT BE OFFLOADED WITHOUT PRECALL - DIRECTIONS
ATTACHED
Line
no:
Shipped
quantity
Product code
UM
Kind of Package, Description of Articles, Special Marko and
Exceptions
Weight
Project
97,875
FS2-200E-06-06-F-00
SF
FabriNet w/ 6 oz/yd2 MARV
GSE Standard Material
Freight charges are prepaid
unless marked collect.
1
131427972 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
1,070.00
Check box if collect
2
131427977 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1;060.00
Material
3
131427981 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,099.00
Customer PO number
Material
4
131427982 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,058.00
Material
P14709
5
131427983 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,056.00
Material
If this shipment is to be
6
131427986 • FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
1,092.00
delivered to'consignee,
consignor shall sign the
7
131427.987 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,091.00
following statement.
Material
.
8
131427988 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
1,067.00
Carder may decline to deliver
this shipment without payment
9
131427989 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
1,083.00
of freight and all other lawful
charges..
10
131427990 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,091.00
Material
11
131427991 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,079.00
Signature of Consignor
12
Material
131427992 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,070.00
Material
13
131427993 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,084.00
Local Verification Signed
Material
14
131427994 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,084.00
Material
15
131427995 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,084.00
Material
X .
" 16
131427996 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,072.00
Material
`17
131427997 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,075.00
PRO Number
Material
18
131428002 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,064.00
KT039221
Material
19
131428003 FabriNet wl 6 oz/yd2 MARV GSE Standard
1,080.00
Seal numbers
Material
20
131428004 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,036.00
Material
Truckers P.O.*
Total quantity: Total weight:
P0660
Driver requirements: Carrier name Nesbitt Transportation,
Inc.
1) Driver must pre call 24 hrs prior to delivery and on Friday for Monday delivery.
2) Driver must call [phone] when unloaded. Carrier signature:
3) Driver must call and advise any delay in transit.
4) A copy of this bill of lading must accompany Freight Invoice.
Date:
GSE 7.5.5-007
CUSTOMER SERVICE
REVO2 - Date 06/12/01

ENVIRONMENTALL'
Shipping Order - Packing List - Original - Not Negotiable
GSE Environmental, LLC Kingstree, SC
Page2 of2
Number BL-0073393
Received at Kingstree, SC from GSE Lining Technology, LLC the property described below. in apparent good order, except as noted (contents and condition of packages unknown), marked, consigned, and
destined as indicated below, which said Carrier agrees to carry to the place of delivery al said destination. It Is mutually agreed as to each Carrier of all or any said property. over alt or any portion of said rolJte to
destination, and as to each party at any time interested in all or any of said property, that every service performed hereunder shall be subject 10 the rates and contract agreed to in writing by GSE Lining Technology,
LLC and Carrier. GSE Lining,Technology, LLC s obligation to pay freight charges for the shipment Is conditioned on (1) the existence of a separate written contract with the carrier transporting the freight and (2) the
carrier s name appearing on this Bill of Lading, and other carriers must look solely to a party other than GSE Lining Technology, LLC for payment.
Ship to: PFF/ Campbell's Soup Supply Company Ship date: Jul/12/2013
Maxton Plant
2120 N C Hwy 71 North Branch plant: 1503
Greg Westbrook 910-844-1331
Maxton, NC 28364 . Sales order SO-070563
Shipping instructions: 24 hr precall required - TRUCKS WILL NOT BE OFFLOADED WITHOUT PRECALL - DIRECTIONS
ATTACHED
Line
no.
Shipped
quantity
Product code
UM
Kind of Package, Description of Articles, Special Marks and
Exceptions
Weight
Project
21
22
23
24
25
26
1
FREIGHTDRN001
EA
131428005 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131428006 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131428007 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131428008 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131428031 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
DOM. SHIPPING CHARGE
DOM. SHIPPING CHARGE
1,099.00
1;098.00
1,097.00
1,086.00
1,086 00
0 00
•
Freightchargesprepaid
are re aid
unless marked collect.
Check box if collect
Customer PO number
P14709
If this shipment Is to be
delivered to consignee.
consignor shall sign the
following statement.
Carder may decline to deliver
this shipment without payment
of freight and all other lawful
charges;
Signature of Consignor
Local VerificationSigned
X
PRO Number
KT039221
Seal numbers
Truckers P.O. #
P0650
Total quantity: 97,876 Total weight: 26,961.00
Driver requirements:
Carrier name:
1) Driver must pre call 24 hrs prior to delivery and on Friday for Monday delivery.
2) Driver must call [phone] when unloaded. Carrier signature:
3) Driver must call and advise any delay in transit.
4) A copy of this bill of lading must accompany Freight Invoice.
Date:
Nesbitt Transportation,
Inc.
GSE 7.5.5-007
CUSTOMER SERVICE
REVO2 -.Date 06/12/01

ENVIRONMENTAL"
Shipping Order - Packing List - Original - Not Negotiable
GSE Environmental, LLC Kingstree, SC
Pagel of2
Number BL-0073399
Received at Kingstree, SC from GSE Lining Technology, LLC the property described below, in apparent good order, except as noted (contents and condition of packages unknown), marked, consigned. and
destined as indicated below,.whlch said Caller agrees to carry to the place of delivery at said destination. It is mutually agreed as to each Carrier of all or any said property, over all or any portion of said route to
destination, and as to each party at any tame interested in all or any of said property, that every service performed hereunder shall be subject to the rates and contract agreed to in writing by GSE Lining Technology,
LLC and Carrier. GSE Liming Technoogy, LLC s obligation to pay freight charges for the shipment is conditioned on (1) the existence of a separate written contract with the carrier transporting the freight and (2) the
carrier s name appearing on this Bill of Lading, and other carriers must look solely to a party other than GSE Lining Technology, LLC for payment
Ship to: PFF/ Campbell's Soup Supply Company Ship date: Jul/15/2013
Maxton Plant
2120 N C Hwy 71 North Branch plant: 1503
.Greg Westbrook 910-844-1331
Maxton, NC 28364 Sales order: SO-070563
Shipping instructions: '24 hr precall required - TRUCKS WILL NOT BE OFFLOADED WITHOUT PRECALL - DIRECTIONS
ATTACHED
Line
no.
Shipped
quantity
Product code
UM
Kind of Package, Description of Articles, Special Marks and
Exceptions
Weight
Project
93,960
FS2-200E-06-06-F-00
SF
FabriNet w/ 6 oz/yd2 MARV
GSE Standard Material
Freight charges are prepaid
unless marked collect.
1
131427954 FabriNet w/ 6 ozJyd2 MARV GSE Standard
Material
1,074.00
Check box if collect
2
131427960 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,065.00
Material
3
131427961 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,066.00
Customer PO number
Material
4
131427962 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,081.00
Material
P14709
5
131427963 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,089.00
Material
If this shipment Is to he
6 .
.
131427964 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
1,090.00
delivered to consignee,
consignor shall sign the
7
131427965 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,079.00
following statemen( .
Material
8
131427966 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
1,068.00
Carrier may decline to deliver
this shipment without payment
9
131427967 FabriNet w/ 6 oz/yd2 MARV GSE Standard
-Material
1,096.00
of freight and all other lawful
charges. .
10 ,
131427968 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
1,070.00
11
131427969 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,052.00
Signature of Consignor
12
Material
131427970 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,035.00
Material
13
131427971 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,072,00
Local Verification Signed
Material
14
131427973 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,066.00
Material
15
131427974 FabriNet wl 6 oz/yd2 MARV GSE Standard
1,067.00
Material
X
16
131427975 FabriNet w/ 6 oz/yd2 MARV GSE Standard
. 1,068.00
Material
17
131427976 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,074.00
PRO Number
Material
18
131427978 FabriNet wl 6 oz/yd2 MARV GSE Standard
1,074.00
KT039222
Material
19
131427979 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,080.00
Seal numbers
Material
20
131427980 FabriNet w/ 6 oz/yd2 MARV GSE Standard
1,102.00
Material
Truckers P.O. #
Total quantity: Total weight:
P0650
Driver requirements: Carrier name: Nesbitt Transportation,
Inc.1) Driver must pre call 24 hrs prior to delivery and on Friday for Monday delivery.
2) Driver must call [phone] when unloaded. Carrier signature:
3) Driver must call and advise any delay in transit. .
4) A copy of this bill of lading must accompany Freight Invoice.
Date:
GSE 7.5.5-007
CUSTOMER SERVICE
REVO2 — Dale 06/12101

Shipping Order - Packing List - Original - Not Negotiable
GSE Environmental, LLC Kingstree, SC
ENVIRONMENTAL
Page2 oft
Number BL-0073399
Received at KIngstnrne, SC from GSE Lining Technology, LLC the property described below, in apparent good order, except as noted (contents and condition of packages unknown), marked, consigned, and
destined as indicated below, which said Carrier agrees to carry to the place of delivery at said destination, It is mutually agreed as to each Carrier of all or any said property, over all or any portion of said route to
destination, and as to each party at any time interested in all or any of said property, that every service performed hereunder shall be subject to the rates and contract agreed to in writing by GSE Lining Technology;
LLC and Carrier, GSE Lining Technology, LLC s obligation to pay freight charges for the shipment is conditioned on (1) the existence of a separate written contract with the carrier transporting the freight and (2) the
carrier s name appearing on this Bill of Lading, and other carriers must look solely to a party other than GSE Lining Technology,,LLC for payment
Ship to: PFF/ Campbell's Soup Supply Company Ship date: Jul/15/2013
Maxton Plant
. 2120 N C Hwy 71 North Branch plant: 1503
Greg Westbrook 910-844-1331
Maxton, NC 28364 Sales order: SO-070563
Shipping instructions: 24 hr precall required - TRUCKS WILL NOT BE OFFLOADED WITHOUT PRECALL - DIRECTIONS
ATTACHED
Line
no.
Shipped
quantityExceptions,
Product code
UM
Kind of Package, Description of Articles, Special Marks and
Weight
Project
21
22
23
24
25
1
FREIGHTDRN001
EA
131427984 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131427985 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131427998 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131428010 FabrNet w/ 6 oz/yd2 MARV GSE Standard
Material
DOM. SHIPPING CHARGE
DOM. SHIPPING CHARGE
1,042.00
1,078.00
1,075.00
1,042,00
'
0.00
are Freight charges
g 9 prepaid
unless marked collect.
Check box if collect
Customer PO number
P14709 .
If this shipment is to be •
delivered to consignee, -
consignor shall sign the
fallowing staterrient..
Carder may decline to deliver
this shipment withoutpayment
of freight and all other lawful
charges: -
Signature of Consignor
Local Verification Signed
X
PRO Number
KT039222'
Seal numbers
Truckers P.O. #
P0650
Total quantity: 93,961 Total weight: 25,705.00
Driver requirements: Carrier name:
Driver must pre call 24 hrs prior to delivery and on Friday for Monday delivery.
2) Driver must call [phone] when unloaded. Carrier signature:
3) Driver must call and advise any delay in transit.
4) A copy of this bill of lading must accompany Freight Invoice.
Nesbitt Transportation,
Inc.1)
Date:
GSE 7.5.5-007
CUSTOMER SERVICE
REVO2 - Date 06/12/01

ENVIRONMENTAL".
Shipping Order - Packing List - Original - Not Negotiable
GSE Environmental, LLC Kingstree, SC
Pagel oft
Number BL-0073412
Received at Kingstree, SC from GSE Lining Technology, LLC the property described below, in apparent good order, except as noted (contents and condition of packages unknown), marked, consigned, and
destined as indicated below, which said Carrier agrees to carry to the place of delivery at said destination, It Is mutually agreed as to each Carrier of all or any said property over all or any portion of said route to
destination, and as to each party at any time interested in all or any of said property, that every service performed hereunder shall be subject to the rates and contract agreed to in writing by GSE Lining Technology,
LLC and Carrier. GSE Lining Technology, LLC s obligation to pay freight charges for the shipment is conditioned on (1) the existence of a separate written contract with the carrier transporting the freight and (2) the
carrier s name appearing on this Bill of Lading, and other carriers must look solely 10 a party other than GSE Lining Technology, LLC for payment.
Ship to: PFF/ Campbell's Soup Supply Company
Maxton Plant
2120 N C Hwy 71 North
Greg Westbrook 910-844-1331
Maxton, NC 28364
Ship date: Jul/15/2013
Branch plant: 1503
Sales order: SO-070563
Shipping instructions: 24 hr precall required - TRUCKS WILL NOT BE OFFLOADED WITHOUT PRECALL- DIRECTIONS
ATTACHED
Line
no.
Shipped
quantity
Product code
UM
Kind of Package, Description of Articles, Special Marks and
Exceptions
Weight
Project
93,322
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
FS2-200E--06-06-F-00
SF
FabriNet w/ 6 oz/yd2 MARV
GSE Standard Material
131427790 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131427791 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131427792 FabriNet w/ 6 ozlyd2 MARV GSE Standard
Material
131427913 FabriNet w/ 6 ozlyd2 MARV GSE Standard
Material
131427914 FabriNet w/ 6 ozlyd2 MARV GSE Standard
Material
131427915 FabriNet w/ 6, ozlyd2 MARV GSE Standard
Material
131427916 FabriNet wl 6 oz/yd2 MARV GSE Standard
Material
131427917 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131427918 FabriNet w/ 6 ozlyd2 MARV GSE Standard
Material
131427919 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131427920 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131427921 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131427922 FabriNet w/ 6 ozlyd2 MARV GSE Standard
Material
131427923 FabriNet wl 6 ozlyd2 MARV GSE Standard
Material
131427924 FabriNet w/ 6 ozlyd2 MARV GSE Standard
Material
131427925 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131427926 FabriNet w/ 6 ozlyd2 MARV GSE Standard
Material
131427927 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131427928 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131427929 FabriNet w/ 6 ozlyd2 MARV GSE Standard
Material
1,170.00.
1,160.00
971.00
1,063.00
1,073.00
1,070.00
1,066.00
1,072.00
1,070.00
1,071.00
1,074.00
1,076.00
1,074.00
1,073.00
1,072.00
1,080.00
1,073.00
1,075.00
1,071.00
1,075.00
Freight charges are prepaid
unless marked collect.
Check box if collect
Customer PO number
P14709.
If this shipment is to be
delivered to consignee, -
consignor shall sign the
following statement.
Carder may decline to deriver
this shipment without payment
of freight and.all other lawful
charges.
Signature of Consignor
Local Verification Signed
PRO Number
KT039224
Seal numbers
Total quantity: Total weight:
Truckers P.O. #
P0650
Driver requirements:
1) Driver must pre call 24 hrs prior to delivery and on Friday for Monday delivery.
2) Driver must call [phone] when unloaded.
3) Driver must call and advise any delay in transit.
4) A copy of this bill of lading must accompany Freight Invoice.
Carrier name: Nesbitt Transportation,
Inc.
Carrier signature:
Date:
GSE 7.5.5-007
CUSTOMER SERVICE
REVO2 - Date 06/12/01

ENVIRONMENTAL"
Shipping Order - Packing List - Original - Not Negotiable
GSE Environmental, LLC Kingstree, SC
Page2 of2
Number BL-0073412
Received at Kingstree, SC from GSE Lining Technology, LLC the property described below, in apparent good order, except as noted (contents and condition of packages unknown), marked, consigned, and
destined as indicated below, which said Carrier agrees to carry to the place of delivery al said destination. It is mutually agreed as to each Carder of all or any said property, over all or any portion of said route to
destination, and as touch party at any time Interested In all or any of said property, that every service performed hereunder shall be subject to the rates and contract agreed to in writing by GSE Lining Technology
LLC and Carrier. GSE Lining Technology, LLC s obligation to pay freight charges for the shipment is conditioned on (1) the existence of a separate written contract with the carrier transporting the height and (2) the
camper s name appearing on this Bill of Lading, and other carriers must look solely to a party other than GSE Lining Technology, LLC for payment.
Ship to: PFF/ Campbell's Soup Supply Company Ship date: Jul/15/2013
Maxton Plant
2120 N C Hwy 71 North Branch plant: 1503
Greg Westbrook 910-844-1331
Maxton, NC 28364 Sales order: SO-070563
Shipping instructions: 24 hr precall required - TRUCKS WILL NOT BE OFFLOADED WITHOUT PRECALL - DIRECTIONS
ATTACHED
Line
Shippedtt
quantity
Product code
UM
Kind of Package, Description of Articles, Special Marks and
Exceptions
weight
Project
21
22
23
24
25:
1
FREIGHTDRN001
EA
131427931 FabriNet wl 6 oz/yd2 MARV GSE Standard
Material
131427932 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131428017 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
131428027 FabriNet w/ 6 oz/yd2 MARV GSE Standard
Material
DOM. SHIPPING CHARGE
DOM. SHIPPING CHARGE
1,072.00
1,073.00
1,107.00
1,127.00
0.00
are Freight charges
g 9 prepaid
unless marked collect.
Check box if collect
Customer PO number
P14709
If this shipment is to be
delivered to consignee, _ . .
consignor shall sign the
following statement.
Carrier may decline to deliver
this shipment without payment
of freight and ail other lavrfut
charges..
Signature of Consignor.
Local Verification Signed.
X
PRO Number
KT039224
Seal numbers
Truckers P.O..#
P0650
Total quantity: 93,323 Total weight: 25,908.00
Driver requirements: Carrier name:
1) Driver must pre call' 24 hrs prior to delivery and on Friday for Monday delivery.
2) Driver must call [phone] when unloaded. Carrier signature:
3) Driver must call and advise any delay in transit.
4) A copy of this bill of lading must accompany Freight Invoice.
Nesbitt Transportation,
Inc.
Date:
GSE 7.5.5-007
CUSTOMER SERVICE
REVO2 - Date 06/12/01

ENVIRONMENTAL
Shipping Order - Packing List - Original - Not Negotiable
GSE Environmental, LLC. Houston, TX
Pagel ofl
Number BL-0073416
Received at Houston, TX from GSE Lining Technology, LLC the property described below, In apparent good order, except as noted (contents and condition of packages unknown), marked, consigned, and destined
as indicated below, which said Carrier agrees to carry to the place of delivery at said destination, 11 is mutually agreed as to each Cartier of all or any said property, over all or any portion of said route to destination,
and as to each party al any lime Interested in all or any of said property, that every service performed hereunder shall be subject to the rates and contract agreed to in writing by GSE Lining Technology, LLC and
Carrier_ GSE Lining Technology; LLC s obligation to pay freight charges for the shipment is conditioned on (1) the existence of a separate written contract with the carrier transporting the freight and (2) the carrier s
name appearing on thls Bill of Lading. and other carriers must look solely to a party other than GSE Lining Technology, LLC for paymenL
Ship to: PFF/ Campbell's Soup Supply Company Ship date: JuI/15/2013
Maxton Plant
2120 N C Hwy 71 North Branch plant: 1500
Greg Westbrook 910-844-1331
Maxton, NC 28364 Sales order: SO-070563
Shipping instructions: 24 hr precall required - TRUCKS WILL NOT BE OFFLOADED WITHOUT PRECALL - DIRECTIONS
ATTACHED
Line
no.
Shipped
quantity
Product code
UM
Kind of Package, Description of Articles, Special Marks and
Exceptions
Weight
Project
151,200
HDS-060AE-WBB-B-00
SF
GSE HD 060 mil Avg White 22.5'
Freight charges are prepaid
unless marked collect.
1
105167939 GSE HD 060 mil Avg White 22.5'
3,782.00
2
105167947 GSE HD 060 mil Avg White 22.5'
3'772'00
Check box if collect
3
105167950 GSE HD 060 mil Avg White 22.5'
3,752.00
4
105167951 GSE HD 060 mil Avg White 22.5'
3,748.00
5
105167955 GSE HD 060 mil Avg White 22.5'
3,880.00
Customer PO number
6
105167956 GSE HD 060 mil Avg White 22.5'
3,886.00
P14709
7
105167957 GSE HD 060 mil Avg White 22.5'
3,890 00
8
105167960 GSE HD 060 mil Avg White 22.5'
3,770.00
If this shipment is to be
delivered to co
9
105167961 GSE HD 060 rail Avg White 22.5'
3,774.00
consignor shall sign the
following statement.
10 •
105167962 GSE HD 060 mil Avg White 22.5'
3,772.00
Carder may decline to deliver
11
105167963 • GSE HD 060 mil Avg White 22.5'
3,760.00
this shipment without payment
of freight and all other lawful
12
105167964 GSE HD 060 mil Avg White 22.5'
3,754.00
charges.
1
FREIGHTSHT001
EA
DOM. SHIPPING CHARGE
13
DOM. SHIPPING CHARGE
0.00
Signature of Consignor
Local Verification Signed
X
PRO Number
RR047285
Seal numbers
Truckers P.O. #
Total quantity: 151,201 Total weight: 45,540.00
P02450
Driver requirements: Carrier name: Global Tranz
1) Driver must pre call 24 hrs prior to delivery and on Friday for Monday delivery.
2) Driver must call [phone] when unloaded. Carrier signature:
3) Driver must call and advise any delay in transit.
4) A copy of this bill of lading must accompany Freight Invoice.
Date:
GSE 7.5.5-007
CUSTOMER SERVICE
REVO2 — Date 06/12/01

L_.
Shipping Order - Packing List - Original - Not Negotiable
GSE Environmental, LLC Houston, TX
ENVIRONMENTAL"
Pagel ofl
Number BL-0073422
Received at Houston, TX from GSE Lining Technology, LLC the property described below, In apparent good order, except as noted (contents and condition of packages unknown), marked, consigned, and destined
as indicated below, which said Carrier agrees to carry to the place of delivery at said destination It is mutually agreed as to each Carrier of all or any said property, over all or any portion of said route to destination;
and as to each party at any time interested in all or any of said property, that every service performed hereunder shall be subject to the rates and contract agreed to in writing by GSE Lining Technology, LLC. and
Carrier, :GSE Lining Technology, LLC s obligation to pay freight charges for the shipment is conditioned on (1) the existence of a separate written contract with the carrier transporting the freight and (2) the carrier s
name appearing on this Bill of Lading, and other tamers must look solely to a party other than GSE Lining Technology, LLC for payment.
Ship to: PFF/ Campbell's Soup Supply Company Ship date: Jul/15/2013
Maxton Plant
2120 N C Hwy 71 North Branch plant: 1500
Greg Westbrook 910-844-1331
Maxton, NC 28364 Sales order: SO-070563
Shipping instructions: 24 hr precall required - TRUCKS WILL NOT BE OFFLOADED WITHOUT PRECALL - DIRECTIONS
ATTACHED
Line
no,
Shipped
quantity
Product code
U M
Kind of Package, Description of Articles, Special Marks and
Exceptions
Weight
Project
151,200
HDS-060AE-WBB-B-00
SF
GSE HD 060 mil Avg White 22.5'
Freight charges are prepaid
unless marked collect.
1
105167938 GSE HD 060 mil Avg White 22.5'
3,774,00
2
105167940 GSE HD 060 mil Avg White 22.5'
3,784.00
Check box if collect
3 .
105167941 GSE HD 060 mil Avg White 22.5'
3,780.00
4
105167942 GSE HD 060 mil Avg White 22.5'
3,790.00
5
105167943 GSE HD 060 mil Avg White 22.5'
3,778.00
Customer PO number
6
105167944 GSE HD 060 mil Avg White 22.5'
3,774.00
P14709
7
105167945 GSE HD 060 mil Avg White 22.5'
3,782 00
8
9
105167946 GSE HD 060 mil Avg White 22.5'
105167948 ' GSE HD 060 mil Avg White 22.5'
3,770.00
3,764.00
It this shipment is to be
delivered to consignee,
consignor shall sign the
following statement.
10
105167949 GSE HD 060 mil Avg White 22.5'
3,754.00
Carrier may decline to deliver
11
105167958 GSE HD 060 mil Avg White 22.5'
3,826.00
this shipment without payment
12
105167959 GSE HD 060 mil Avg White 22.5'
3,780.00
of freight cargeall S.her lawful
0
1
FREIGHTSHT001
EA
DOM. SHIPPING CHARGE
13
DOM. SHIPPING CHARGE
0.00
Signature of Consignor
Local Verification Signed
X
PRO Number. ;
RR047286
Seal numbers
Truckers P.O. #
Total quantity: 151,201 - Total weight: 45,356.00
P02450
Driver requirements:
Carrier name: Global Tranz
1) Driver must pre call 24 hrs prior to delivery and on Friday for Monday delivery.
2) Driver must call [phone] when unloaded. Carrier signature:
3) Driver must call and advise any delay In transit.
4) A copy of this bill of lading must accompany Freight Invoice.
Date:
GSE 7.5.5-007
CUSTOMER SERVICE
REVO2 - Date 06/12/01

ENVIRONMENTAL"
Shipping Order - Packing List - Original - Not Negotiable
GSE Environmental, LLC Houston, TX
Pagel ofl
Number BL-0073452
Received at Houston, TX from GSE Lining Technology, LLC the property described below, in apparent good order, except as noted (contents and condition of packages unknown), marked, consigned, and destined
as Indicated below, which said Carrier agrees to carry to the place of delivery at said destination. It is mutually agreed as to each Cartier of all or any said property, over all or any portion of said route to destination,
and as to each party at any time Interested in all or any of said property, that every service performed hereunder shall be subject to the rates and contract agreed to in writing by GSE Lining Technology, LLC and
Carrier. GSE Lining Technology, LLC s obligation to pay freight charges for the shipment is conditioned on (1) the existence of a separate written contract with the carder transporting the freight and (2) the carrier s
name appearing on this Bill of Lading and other carriers must look solely to a party other than GSE Lining Technology, LLC for payment
Ship to: PFF/ Campbell's Soup Supply Company Ship date: Jul/16/2013
Maxton Plant
2120 N C Hwy 71 North ' Branch plant: 1500
Greg Westbrook 910-844-1331 Maxton, NC 28364 Sales order: SO-070563
Shipping instructions: 24 hr precall required - TRUCKS WILL NOT BE OFFLOADED WITHOUT PRECALL - DIRECTIONS
ATTACHED
Line
no.
Shipped
quantity
Product code
UM
Kind of Package, Description of Articles, Special Marks and
Exceptions
Weight
Project
151,200
HDS-060AE-WBB-B-00
SF
GSE HD 060 mil Avg White 22.5'
Freight charges are prepaid
unless marked collect.
1
105167968 GSE HD 060 mil Avg White 22.5'
3,824.00
2
105167969 GSE HD 060 mil Avg White 22.5'
3,862.00
Check box if collect
3
105167970 GSE HD 060 mil Avg White 22.5'
3,832.00
4
105167971 GSE HD 060 mil Avg White 22.5'
3,742.00
5
105167972 GSE HD 060 mil Avg White 22.5'.
3,820.00
Customer PO number
6
105167973 GSE HD 060 mil Avg White 22.5'
3,798.00
P14709
7
105167977 GSE HD 060 mil Avg White 22.5'
3,828 00
8
9
105167985 GSE HD 060 mil Avg White 22.5'
' 105167986 GSE HD 060 rail Avg White 22.5'
3,818.00
3,752.00
If this shipment is to be
delivered to consignee,
- consignor shall sign the
following statement.
10
105167989 GSE HD 060 mil Avg White 22.5'
3:920.00
Carrier may decline to deliver
11
105167990 GSE HD 060 mil Avg White 22.5'
3,886.00
this shipment withoutpayment
of freight and alt other lawful
12
105167991 GSE HD 060 mil Avg•White 22.5'
3,734.00
charges.
1
FREIGHTSHT001
EA
DOM. SHIPPING CHARGE
13'
DOM. SHIPPING CHARGE
0.00
Signature of Consignor
Local Verification Signed
X
PRO Number
RR047287'
Seal numbers
Truckers P.O. #
Total quantity: 151,201 Total weight: 45,816.00
P02450
Driver requirements: Carrier name: Global Tranz
1) Driver must pre call 24 hrs prior to delivery and on Friday for Monday delivery.
2) Driver must call [phone] when unloaded. Carrier signature:
3) Driver must call and advise any delay in transit.
4) A copy of this bill of lading must accompany Freight Invoice.
Date:
GSE 7.5.5-007
CUSTOMER SERVICE
REVO2 - Date 06/12/01