5103_JohnstonCDLF_CQA_20170408

Construction Quality Assurance Report

Johnston County C&D Landfill – Area 2 Cell 2
Smithfield, North Carolina

Prepared for:

Johnston County Department of Solid Waste Services
Smithfield, North Carolina

April 2017

Prepared by:

© 2017 Smith Gardner, Inc.
This document is intended for the sole use of the client for which it was prepared and
for the purpose agreed upon by the client and Smith Gardner, Inc.
F-1370 F-1370
4/8/2017

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4/8/2017
Johnston County C&D Landfill
Area 2 Cell 2 Construction
TABLE 1
SUMMARY OF MATERIAL CONTROL
AND RECORD TESTS
STRUCTURAL FILL
1 of 1
Control Tests
Units ----- % Std. Proctor %
Test Method ASTM D 698 ASTM D 29221 ASTM D 30172
Required Test Frequency 5,000 CY per each soil
20,000 ft2 per lift & 1 per
500 LF of Berms (<200 ft.
base width) (+/- 1 Per 500
CY)
20,000 ft2 per lift & 1 per
500 LF of Berms (<200 ft.
base width) (+/- 1 Per 500
CY)
No. of Tests Required 32121
No. of Tests Performed 38888
Specified Value -----> 95% Std. Proctor As Required for Density
Minimum Value ----- 95.1 -3.3% Opt.
Maximum Value ----- 101.0 2.2% Opt.
Average Value ----- 98.7 0.1% Opt.
Quantity of Structural Fill (In-Place):10,350 CY
Notes:
1. Nuclear density values verified periodically by sand cone (ASTM D 1556), rubber balloon (ASTM D 2167), and/or drive
cylinder (ASTM D 2937) test methods.
2. Nuclear moisture values verified periodically by oven (ASTM D 2216), microwave oven (ASTM D 4643), and/or
direct heating (ASTM D 4959) test methods.
Record Tests
Property
Moisture-Density
Relationship (Proctor)In-Place Density In-Place Moisture Content
SMITH GARDNER, INC.Table 1 - Structural Fill JC C&DLF A2 C2 CQA Report Tables 2016-11-15.xls
Johnston County C&D Landfill
Area 2 Cell 2 Construction
TABLE 2
SUMMARY OF MATERIAL CONTROL TESTS
GEOSYNTHETIC CLAY LINER
1 of 1
Units cm/sec psf
Test Method ASTM D 5887 ASTM D 5993
Required Test Frequency 100,000 ft2 or 1 per Lot 100,000 ft
2 or 1 per Lot
No. of Tests Required 44
No. of Tests Performed 44
Specified Value < 5 X 10-9 > 0.75
Sample I.D.
L16144-04-01 (Roll # G16G010722)2.77E-09 0.89
L16144-04-02 (Roll # G16G010766)2.82E-09 0.91
L16144-06-01 (Roll # G16G010800)2.47E-09 0.81
L16144-04-03 (Roll # G16G010845)2.09E-09 0.82
Minimum Value 2.09E-09 0.81
Maximum Value 2.82E-09 0.91
Average Value 2.54E-09 0.86
Quantity of GCL Received:209,250 ft2
4 Lots
Notes:
1. At 0% Moisture.
9.7
Peel Strength
> 5.3
10.3
11.4
6.0
11.2
Results
Property
Bentonite Content 1Hydraulic Conductivity
lbs
11.4
ASTM D 6496
100,000 ft2 or 1 per Lot
Avgerage
4
4
6.0
Table 2 - GCL JC C&DLF A2 C2 CQA Report Tables 2016-11-15.xls
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Johnston County C&D Landfill
Area 2 Cell 2 Construction
TABLE 4
SUMMARY OF MATERIAL RECORD TESTS
LLDPE GEOMEMBRANE SEAMS
1 of 2
Units lbs/inch ----- lbs/inch ----- lbs/inch -----
Test Method
Required Test Frequency
No. of Tests Required
No. of Tests Performed
Specified Value > 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2) > 60 (See Note 2)
Required Test Frequency
No. of Tests Required
No. of Tests Performed
Specified Value (See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2) > 60 (See Note 2)
Sample I.D.
DS-1 91.3 Pass 90.6 Pass 98.9 Pass
DS-2 84.6 Pass 75.2 Pass 78.8 Pass
DS-3 73.9 Pass 72.1 Pass 73.8 Pass
DS-4 72.1 Pass 72.7 Pass 74.9 Pass
DS-5 74.1 Pass 72.6 Pass 74.9 Pass
DS-6 73.6 Pass 72.1 Pass 75.0 Pass
DS-7 73.5 Pass 75.8 Pass 74.6 Pass
DS-8 83.8 Pass 75.1 Pass 76.6 Pass
DS-9 76.2 Pass 80.3 Pass 86.5 Pass
DS-10 74.0 Pass 76.0 Pass 81.8 Pass
DS-11 (Extrusion Weld) 80.5 Pass 89.3 Pass
DS-12 71.5 Pass 70.8 Pass 73.4 Pass
DS-13 76.8 Pass 76.6 Pass 83.2 Pass
DS-14 80.0 Pass 83.9 Pass 99.5 Pass
DS-15 75.5 Pass 72.2 Pass 88.9 Pass
DS-16 83.3 Pass 79.0 Pass 102.1 Pass
DS-17 79.5 Pass 75.1 Pass 90.5 Pass
DS-18 69.0 Pass 70.7 Pass 83.6 Pass
DS-19 86.6 Pass 81.1 Pass 104.2 Pass
DS-20 (Extrusion Weld) 72.3 Pass 72.9 Pass
Shear Strength1
Peak Load Outside
Track (Weld "A")
CQC Field Destructive Seam Testing
18
Property
Peak Load Inside
Track (Weld "B")
Peel Strength1
Locus of Break &
Incursion
Locus of Break &
Incursion
CQA Laboratory Destructive Seam Testing
20
Locus of Break &
Incursion
1 per day of Production Seaming
Results - See Appendix G
Results
ASTM D 6392
500 LF
Peak Load
5
20
Table 4 - LLDPE-GM Seams JC C&DLF A2 C2 CQA Report Tables 2016-11-15.xls
Johnston County C&D Landfill
Area 2 Cell 2 Construction
TABLE 5
SUMMARY OF MATERIAL CONTROL TESTS
DRAINAGE GEOCOMPOSITE
1 of 1
Side A Side B
MD1 MD
Units inches g/cm3 m3/m/sec
Test Method ASTM D 5199 ASTM D 1505 ASTM D 4716
Required Test Frequency 100,000 ft2 or
1 per Lot
100,000 ft2 or
1 per Lot 1 per Lot
No. of Tests Required 33 1
No. of Tests Performed 33 1
Specified Value > 0.25 > 0.94 > 7.5 x 10-4
Sample I.D.
L16144-01-01 (Roll # 72671010001) 0.31 0.951 4.3 6.9 2.44E-03
L16144-01-02 (Roll # 72671010038) 0.30 0.951 5.3 6.2
L16144-01-03 (Roll # 72671010074) 0.30 0.951 4.7 6.7
Minimum Value 0.30 0.951 4.3 6.2 2.44E-03
Maximum Value 0.31 0.951 5.3 6.9 2.44E-03
Average Value 0.30 0.951 4.8 6.6 2.44E-03
Quantity of Drainage Geocomposite Received:235,200 ft2
1 Lots
Notes:
1. MD = Machine Direction
> 2.0 (Typ.)/ > 1.0 (Min. Avg.)
3
3
lbs
ASTM D 7005
100,000 ft2 or 1 per Lot
Property
Results
Ply Adhesion
TransmissivityGeonet DensityGeonet Thickness
Table 5 - Drainage Geocomposite JC C&DLF A2 C2 CQA Report Tables 2016-11-15.xls
Johnston County C&D Landfill
Area 2 Cell 2 Construction
TABLE 6
SUMMARY OF MATERIAL CONTROL TESTS
GEOTEXTILES
1 of 1
MD1 CD1 MD CD MD CD
Units lbs U.S. Sieve
Test Method ASTM D 6241 ASTM D 4751
Required Test Frequency 100,000 ft2 or
1 per Lot
100,000 ft2 or
1 per Lot2
No. of Tests Required 11
No. of Tests Performed 11
Specified Value > 410 > 70
Sample I.D.
L16144-02-01 (Roll # 44791.1) 205 202 74 107 577 99 123 100
Minimum Value 205 202 74 107 577 99 123 100
Maximum Value 205 202 74 107 577 99 123 100
Average Value 205 202 74 107 577 99 123 100
Quantity of Type GT-S Geotextile Received:15,000 SF
1 Lots
Notes:
1. MD = Machine Direction; CD = Cross Machine Direction
Apparent Opening Size
(AOS)Puncture ResistanceGrab Strength
Results
> 160 > 55
11
1
Property
ASTM D 4533
lbs
1
100,000 ft2 or
1 per Lot
Type GT-S Geotextile
Tensile Properties Trapezoidal Tear
Strength
lbs
1
> 50
Grab Elongation
%
1
ASTM D 4632
100,000 ft2 or 1 per Lot
Table 6 - Geotextiles JC C&DLF A2 C2 CQA Report Tables 2016-11-15.xls

Appendix A
Reference Documents (Solid Waste Permit)

Construction Quality Assurance Report
Johnston County C&D Landfill - Area 2 Cell 2
Smithfield, North Carolina

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 1 of 18
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart Governor Secretary
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
SOLID WASTE SECTION
MUNICIPAL SOLID WASTE AND C&D LANDFILL FACILITY
Permit No. 5103

JOHNSTON COUNTY
is hereby issued a

PERMIT TO CONSTRUCT
5103-CDLF – JOHNSTON COUNTY C&D LANDFILL, AREA 2, CELL 2

PERMIT TO OPERATE
5103-MSWLF - JOHNSTON COUNTY MSW LANDFILL, PHASE 4A, CELL 3
5103-CDLF – JOHNSTON COUNTY C&D LANDFILL, AREA 2, CELL 1

PERMIT FOR CLOSURE
MSW PHASES 1 THROUGH 4 AND C&D AREA 1

Located at 680 County Home Road, west of Smithfield, in Johnston County, North Carolina in
accordance with Article 9, Chapter 130A, of the General Statutes of North Carolina and all rules
promulgated thereunder and subject to the conditions set forth in this permit. The legal description of
the site is identified on the deeds recorded for this property listed in Attachment No. 1 of this permit.

Edward F. Mussler, III, P.E.
Permitting Branch Supervisor
Solid Waste Section

1646 Mail Service Center, Raleigh, North Carolina 27699-1646 Phone: [phone] \ Internet http://portal.ncdenr.org/web/wm
An Equal Opportunity \ Affirmative Action Employer – 50% Recycled \ 10% Post Consumer Paper
Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 2 of 18
ATTACHMENT 1
GENERAL PERMIT CONDITIONS AND INFORMATION
Permit To Operate Data Table
Permit Issuance Date Expiration DOC ID
5103-MSWLF May 27, 2015 September 28, 2019 24159
5103-CDLF May 27, 2015 September 28, 2019 24159
General Conditions
1. This permit is issued by the North Carolina Department of Environment and Natural
Resources, Division of Waste Management, Solid Waste Section (Section). In
accordance with North Carolina Solid Waste Management Rule 15A NCAC 13B
.0201(d), a solid waste management facility permit shall have two parts: a Permit to
Construct and a Permit to Operate. The Permit to Construct must be implemented in
accordance with Attachment 2 of this permit. The Permit to Operate must be
implemented in accordance with Attachment 3 of this permit.
2. The persons to whom this permit is issued (permittee) are the owners and operators of the
solid waste management facility.
3. This permit shall not be effective until the certified copy of this permit which references
legal descriptions for all land within the solid waste management facility boundary is
recorded in the Register of Deeds office and indexed in the grantor index under the name
of the owner of the land in the county or counties in which the land is located. The
certified copy of the permit, affixed with the Register's seal and the date, book, and page
number of recording, must be returned to the Section within 30 calendar days of issuance
of this permit. If the Section does not receive the certified copy of the recorded permit
within 30 calendar days of issuance of the permit, then and in that event, the permit is
suspended and of no effect until the date the Section receives the certified copy of the
recorded permit.
4. When this property is sold, leased, conveyed, or transferred in any manner, the deed or
other instrument of transfer must contain in the description section in no smaller type than
that used in the body of the deed or instrument, a statement that the property has been
used as a sanitary landfill and a reference by book and page to the recordation of the
permit.
5. By beginning construction or receiving waste at this facility, the permittee shall be
considered to have accepted the terms and conditions of this permit.
6. Construction and operation of this solid waste management facility must be in accordance
with the Solid Waste Management Rules, 15A NCAC 13B; Article 9 of Chapter 130A of
the North Carolina General Statutes (NCGS 130A-290, et seq.); the conditions contained

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 3 of 18
in this permit; and the approved plan. Should the approved plan and the rules conflict,
the Solid Waste Management Rules shall take precedence unless specifically addressed
by permit condition. Failure to comply may result in compliance action or permit
revocation.
7. The permit is issued based on the documents submitted in support of the application for
permitting the facility identified in Attachment 1, List of Documents for Approved Plan,
and which constitute the approved plan for the facility. Where discrepancies exist, the
most recent submittals and the Conditions of Permit shall govern.
8. This permit may be transferred only with the approval of the Section, through the
issuance of a new or substantially amended permit in accordance with applicable statutes
and rules. In accordance with NCGS 130A-295.2(g), the permittee must notify the
Section thirty (30) days prior to any significant change in the identity or business structure
of either the owner or the operator, including but not limited to a proposed transfer of
ownership of the facility or a change in the parent company of the owner or operator of
the facility.
9. The permittee is responsible for obtaining all permits and approvals necessary for the
development of this project including approval from appropriate agencies for
sedimentation and erosion control, and a General or Individual National Pollutant
Discharge Elimination System (NPDES) Stormwater Discharge Permit, if applicable.
Issuance of this permit does not remove the permittee’s responsibilities for compliance
with any other local, state or federal rule, regulation or statute.
Properties Approved for the Solid Waste Facility
Johnston County, N.C. Register of Deeds
Book Page Grantee (sold to) Acres
763 525 Johnston County 86.6
1228 652 Johnston County 248.75
1215 747 Johnston County 63
E-3 1 Johnston County ~29
2109 599 Johnston County 14.02
Plat Book 81 219 Johnston County Landfill Recombination Survey
Total Site Acreage: 529 acres
Johnston County Parcel No. 15I08028. The actual disposal area consists of
approximately 226.4 acres, which includes Phases 1 through 10, both MSW and C&D
(construction and demolition debris) landfill units. Deeds have not been located for all
parcels of the landfill property.

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 4 of 18
Permitting History
Issuance Date Doc ID
Permit No. 51-01 PTO Phase 4 March 13, 1984
Permit No. 51-01 PTO vertical expansion October 25, 1990
Permit No. 51-01 PTO vertical expansion July 30, 1991
Permit No. 51-01 PTO C&D Phase 4A (C&D Area 1) December 22, 1998
Permit No. 51-01 PTO C&D Phase 4A (C&D Area 1) January 22, 2002 14472

Permit No. 51-02 PTC Phase 5 December 22, 1995
Permit No. 51-02 PTO Phase 5 August 6, 1997
Permit No. 51-02 PTO Phase 5 leachate recirculation March 27, 2001

Permit No. 51-03 PTC MSW Phase 4A Cells 1 and 2
and C&D Phase 4A (C&D Area 1)
April 3, 2002 14584
Permit No. 51-03 PTO Phase 5 and C&D Phase 4A
vertical expansion (C&D Area 1)
April 3, 2002 14584
Permit No. 51-03 PTO MSW Phase 4A Cell 1 and C&D
Phase 4A (C&D Area 1)
December 20, 2002
Permit No. 51-03 PTO MSW Phase 4A Cell 2 and C&D
Area 1
August 1, 2005 14587
Permit No. 51-03 PTC C&D Area 2, Cell 1 August 31, 2006 14588
Permit No. 51-03 PTO C&D Area 2, Cell 1 August 24, 2007 2934
Permit No. 51-03 PTC MSW Phase 4A, Cell 3 January 16, 2009 6088
Permit No. 51-03 PTO MSW Phase 4A, Cell 3, fill
sequence 1
September 28, 2009 8483
Permit No. 51-03 PTO MSW Phase 4A, permit renewal May 27, 2015 24159
Permit No. 51-03 PTC C&D Area 2, Cell 2, and PTO
permit renewal
May 27, 2015 24159

1. In 1973, landfill operations began in Phase 1 on this property. Phases 2, 3, and 4 began
operating in 1974, 1979, and 1984, respectively. In 1984, landfill permit number 51-01
was issued for the facility. Phases 1 through 4 were not constructed with a liner below
the waste. Acreage and volume information on the unlined Phases of the landfill are
following:
Unlined Landfill Unit Area (acres) Gross Capacity (cubic yards)
Phases 1 and 2 22.1 732,363
Phase 3 25.4 1,174,139
Phase 4 37.3 1,631,731
Total Unlined 84.8 3,538,233

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 5 of 18
2. In 1997, landfill operations began in Phase 5, which was constructed with a Subtitle D
liner. Phase 5 was issued permit number 51-02.
3. In 1998, a separate C&D landfill cell began operating on top of closed MSW Phase 4.
This area was called C&D Phase 4A at that time, but was later named C&D Area 1.
4. In 2002, permit number 51-03 was issued. This permit approved operation of MSW
Phase 4A (Cell 1), which is a lined landfill cell between closed MSW Phases 3 and 4.
Phase 4A also piggybacks the side slopes over closed Phases 3 and 4. This permit
issuance incorporated previous permits 51-01 and 51-02 into one permit, now called
permit number 51-03.
5. In 2005, landfill operations began in MSW Phase 4A, Cell 2. A vertical expansion was
approved for C&D disposal in C&D Area 1 on top of closed Phase 4.
6. In 2007, C&D Area 2 was approved and began operating. Part of this area (Cell 1) is
adjacent and east of closed MSW Phase 3, and part of Area 2 (Cell 2) piggybacks the side
slope of closed Phase 3. C&D Area 2 is designed with a geomembrane liner and leachate
collection system.
7. In 2009, the last cell of MSW Phase 4A, Cell 3, was approved for operation.
8. In 2015, the property boundary was increased to include the yard waste management area
and additional buffer east of C&D Area 2. Property parcels were combined.
List of Documents for the Approved Plan
Note – Documents referenced in this permit (e.g., Doc ID 24165) can be viewed online at the NC
Solid Waste Section website in the Documents database.
1. Johnston County Subtitle D Landfill Phase 5, Permit 51-02. Construction Quality
Assurance (CQA), As-Built Certification, and Revised Engineering Plan. Prepared by:
McKim & Creed Engineers, P.A., Cary, NC. March 1997. 3 Volumes and drawings.
2. Letter Grimes to Fry. Requesting approval of Alternative Daily Cover, Tarpomatic. July
27, 1998. Doc ID 14565.
3. Johnston County C&D Landfill Vertical Expansion. Prepared by: G.N. Richardson &
Associates, Inc., Raleigh, NC. December 1998.
4. Cap Closure Certification Letter for the Johnston County Landfill, Dec. 1998.
5. Permit to Construct Application. Johnston County MSW Landfill-Phase 4A. Prepared by:
G.N. Richardson & Associates, Inc., Raleigh, NC. April 2000. Revised December 2001.
6. Permit Modification Application. Johnston County C&D Landfill Vertical Expansion.
Prepared By: G.N. Richardson & Associates, Inc., Raleigh, NC. January 2002.
(Modification, Area 4A, Permit No. 51-01).

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 6 of 18
7. Division of Water Quality Permit No. WQ0019631, Johnston County, Conjunctive Use at
Johnston County Landfill, Reclaimed Water Utilization System. March 27, 2002.
Modified June 13, 2003, December 20, 2004, May 5, 2006, and November 16, 2006.
8. CQA Report, Johnston County MSW Landfill, Phase 4A, Cell 1. Prepared by: G.N.
Richardson & Associates, Raleigh, NC. December 2002.
9. Permit Modification Application. Johnston County C&D Landfill Vertical Expansion.
Prepared By: G.N. Richardson & Associates, Inc., Raleigh, NC. December 2003, Revised
August 2005.
10. CQA Report, Johnston County MSW Landfill, Phase 4A, Cell 2. Prepared by: G.N.
Richardson & Associates, Raleigh, NC. July 2005.
11. Permit to Construct Application. Johnston County C&D Landfill, Area 2. Prepared by:
G.N. Richardson & Associates, Inc., Raleigh, NC. October 2005. Revised May 2006.
12. CQA Report, Johnston County C&D Landfill, Area 2, Cell 1. Prepared By: Richardson
Smith Gardner & Associates, Raleigh, NC. June 2007. Doc ID 2769.
13. Johnston County Landfill Equalization Facility Drawings. Prepared by: Dewberry &
Davis, Inc., Raleigh, NC. October 2007.
14. Letter from Pieter Scheer, Richardson, Smith, Gardner & Associates, to Donna Wilson,
NC DENR, November 6, 2007. Revised Permit Modification Request, Modification of
Existing Leachate Storage Pond for use as Equalization Basin. Doc ID 3348.
15. Permit Amendment Application, Johnston County MSW Landfill, Phase 4A, Cell 3.
Prepared By: Richardson Smith Gardner & Associates, Raleigh, NC. June 2007,
amended January 2009. Doc ID 6615.
16. Closure and Post-Closure Plans and Financial Assurance for Continued Operation of the
C&D Landfill (.0547 Requirements). Prepared By: Richardson Smith Gardner &
Associates, Raleigh, NC. June 2008, amended January 2009. Doc ID 8491.
17. Seep Repair and Miscellaneous Site Improvement, Johnston County MSW Landfill.
Prepared By: Richardson Smith Gardner & Associates, Raleigh, NC. April 3, 2009. Doc
ID 8551.
18. CQA Report, Johnston County MSW Landfill, Phase 4A, Cell 3. Prepared by: G.N.
Richardson & Associates, Raleigh, NC. July 2009, revised August 2009. Doc ID 8084.
19. Closure CQA for C&D Area 1. Prepared by: Richardson Smith Gardner, Raleigh, NC.
July 2011. Doc ID 21740.
20. Construction Documentation, Landfill Gas Collection System. Prepared by: SCS
Engineers, PC, Charlotte, NC. November 2011, revised December 2011. Doc ID 16068.
21. Permit Amendment and Permit to Construct Application, Area 2, Cell 2, Johnston County
C&D Landfill. Prepared By: Smith Gardner, Inc., Raleigh, NC. Feb. 2013, amended
through May 2015. Doc ID 24160 and 24161.

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 7 of 18
22. Permit Amendment Application, Johnston County MSW Landfill, Phase 4A, Cell 3.
Prepared By: Smith Gardner, Inc., Raleigh, NC. April 2014, amended through May
2015. Doc ID 24165 and 24166.
- End of Section –
ATTACHMENT 2
CONDITIONS OF PERMIT TO CONSTRUCT
PART I: GENERAL FACILITY CONDITIONS
1. The initial, substantial, construction authorized by this Permit to Construct must
commence within 18 months from the issuance date of this permit (May 27, 2015). If
substantial construction does not begin within 18 months from the issuance date of this
permit, then the permit to construct shall expire. Substantial construction includes, but is
not limited to, issuance of construction contracts, mobilization of equipment onsite, and
construction activities including installation of sedimentation and erosion control
structures. The permittee may reapply for the permit to construct prior to the expiration
date. The re-application will be subject to the statutes and rules in effect on that date and
may be subject to additional fees.
2. Construction of all solid waste management units within this facility must be in
accordance with the approved plans and only for those phases of development approved
for construction as described in the list of approved documents in Attachment 1.
3. Modifications or revisions of the approved documents or changes during construction of
any landfill unit/cell require approval by the Section, and may constitute a permit
modification and be subject to a permitting fee.
4. Any modifications in sedimentation and erosion control activities require approval by the
Land Quality Section. The Section must be notified of any sedimentation and erosion
control modifications.
5. Pursuant to Rule 15A NCAC 13B .0542(i)(2), burning of land-clearing debris generated
on-site as a result of construction activities requires approval by the Section prior to
initiating the burn. In addition, the Division of Air Quality and local fire department must
approve the activity prior to burning.
PART II: MUNICIPAL SOLID WASTE LANDFILL CONDITIONS
6. MSW landfill units identified as future phases (Phases 6 through 10) are deemed suitable
for preparation of a permit application in accordance with Solid Waste Rule 15A NCAC
13B .1618(a)(1). An application for a permit to construct for each phase, prepared in
accordance with applicable statutes and rules in effect on that date, must be submitted to
the Section for approval and will be subject to a permitting fee.

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 8 of 18
PART III: C&D LANDFILL CONDITIONS
7. Pursuant to the NC Solid Waste Management Rules 15A NCAC 13B .0201(c) and (d)(1),
this permit approves construction of C&D Landfill Area 2, Cell 2, consisting of
approximately 3.9 acres with a projected gross capacity of 462,658 cubic yards of
airspace. Cell 2 is a lined cell that piggybacks the east side of closed unlined MSW
landfill Phase 3, and also is vertical fill over C&D Area 2, Cell 1.
8. The owner must conduct a preconstruction meeting at the facility prior to initiating
construction of any unit/cell and must notify the Section at least 10 days prior to the
meeting.
9. The following requirements must be met prior to operation of C&D Area 2, Cell 2:
a. Construction Quality Assurance (CQA) documentation and a certification by the
project engineer that the unit was built in accordance with approved plans and the
conditions of the permit must be submitted to the Section for review and approval.
b. The edge of waste footprint must be identified with permanent physical markers.
c. The Permittee must contact the regional environmental specialist and permitting
engineer to determine whether the Section chooses to hold a pre-operative
meeting with key landfill personnel and representatives of the Section.
d. Documentation of financial assurance mechanisms must be submitted to the
Section. The financial assurance amount must include closure and post-closure
costs including the new phase to receive the permit to operate, in accordance with
15A NCAC 13B .0546.
e. The Permittee must obtain a permit to operate for the unit from the Section in
accordance with 15A NCAC 13B .0201(d).
f. New groundwater monitoring well PM-1 and new landfill gas monitoring wells
7A, 8A, and 10A, and 13 as described in the permit renewal application, Doc ID
24160, must be installed (or repaired), properly developed, and added to the
routine monitoring schedule. New site plan drawings showing the location and
identification of the new and existing wells must be submitted to the Section.
- End of Section –
ATTACHMENT 3
CONDITIONS OF PERMIT TO OPERATE
PART I: GENERAL FACILITY CONDITIONS
1. This facility is permitted to receive non-hazardous solid waste generated within the State
of North Carolina, consistent with local government waste management plans(s) and with

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 9 of 18
local government approval and as defined in G.S. 130A-290(a) (35), except where
prohibited by the North Carolina General Statutes Article 9 of Chapter 130A, and the
rules adopted by the Commission for Health Services.
2. The following must not be accepted for disposal: hazardous waste, yard trash, liquid
wastes, regulated medical waste, sharps not properly packaged, PCB waste as defined in
40 CFR 761, and wastes banned from disposal in North Carolina by G.S. 130A-309.10(f).
3. The annual disposal rate for the MSW and C&D units must be no more than 350,000
tons/year which corresponds to approximately 1,122 tons/day, 312 operating days per
year. No more than 156,000 tons/year, approximately 500 tons/day, 312 operating days
per year, shall be waste generated outside of Johnston County, in accordance with the
local government approval issued for this facility.
4. The permittee must not knowingly dispose of solid waste that is generated within the
boundaries of a unit of local government that by ordinance:
a. Prohibits generators or collectors of solid waste from disposing of that type or form of
solid waste.
b. Requires generators or collectors of solid waste to recycle that type or form of solid
waste.
5. The facility operator must complete an approved operator training course in compliance
with G.S. 130A-309.25.
a. A responsible individual certified in landfill operations must be on-site during all
operating hours of the facility while open for public use to ensure compliance with
operational requirements.
b. All pertinent landfill-operating personnel must receive training and supervision
necessary to properly operate the landfill units in accordance with G.S. 130A-309.25
and addressed by memorandum dated November 29, 2000.
6. The facility must be adequately secured by means of gates, chains, berms, fences, or other
security measures approved by the Section to prevent unauthorized entry.
7. Signs must be posted at the entrance to the facility that state that no hazardous waste or
liquid waste can be received at the facility; and that provide information on dumping
procedures, the hours of operation, the permit number, and other pertinent information.
Traffic signs or markers must be provided as necessary to promote an orderly traffic
pattern to and from the discharge area and to maintain efficient operating conditions.
8. Interior roadways must be of all-weather construction and maintained in good condition.
Fire lanes must be maintained and passable at all times. Dimensions of the fire lanes must
be coordinated with the Fire Marshall having jurisdiction over the site.

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 10 of 18
9. Permanent physical markers must be maintained to identify the edge of the approved
waste disposal boundary. Boundaries must be marked for MSW Phase 3 and 4 (outer
boundaries), Phase 4A, Phase 5, and C&D Area 2, Cell 1.
10. The permittee must actively employ a screening program at the facility for detecting and
preventing the disposal of excluded or unauthorized waste. At a minimum, the program
must include:
a. Random inspections of incoming loads or other comparable procedures.
b. Records of any inspections.
c. Training of personnel to recognize hazardous, liquid, and other excluded waste types.
d. Development of a contingency plan to properly manage any identified hazardous,
liquid, or other excluded or unauthorized wastes. The plan must address
identification, removal, storage, and final disposition of these wastes.
11. In accordance with 130A-295.6 this landfill may use alternative daily cover (ADC) that
has been previously approved at another sanitary landfill in North Carolina. The Section
maintains a list of approved ADC and its appropriate use, entitled “Approved Alternative
Daily Cover Materials for Use at Sanitary Landfills,” which may be referred to, but is not
required to be, in determining ADC types and uses. Soil cover must be applied at a
minimum of one time per week in accordance with Rule .1626 (2). Soil must be applied
more frequently, if needed, to control nuisance, odor or vectors. The use of tarps and
auto shredder fluff are approved as alternate cover, reference Doc ID 24165, pdf page
257.
12. The use of different alternative daily cover requires approval, prior to implementation, by
the Section. Requests for alternative daily cover approval must include a plan detailing
the comprehensive use and a demonstration of the effectiveness of the alternative daily
cover. The plan must be developed according to Section guidelines. Plans which are
approved by the Section will be included in the list of approved documents in Attachment
1.
13. Open burning of solid waste is prohibited. Fires must be reported to the Regional Waste
Management Specialist within 24 hours of the occurrence with a written notification to be
submitted within 15 calendar days of the occurrence.
14. Pursuant to Rule 15A NCAC 13B .0542(i)(2) and .1626 (5), burning of land-clearing
debris generated on-site, as a result of construction activities, requires approval by the
Section prior to initiating the burn. In addition, the Division of Air Quality and local fire
department must approve the activity prior to burning.
15. Financial assurance for the MSW and C&D landfill units, as required by state rules and
statutes, must be continuously maintained for the duration of the facility in accordance

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 11 of 18
with applicable rules and statutes. Closure and Post-Closure cost estimates and financial
instruments must be updated annually pursuant to 15A NCAC 13B .1628.
16. Copies of this permit, the approved plans, and all records required to be maintained in the
operating record by the permittee must be maintained at the facility, unless otherwise
approved by the Section, and made available to the Section upon request.
17. All forms, reports, maps, plans, and data submitted to the Section must include an
electronic (pdf) copy.
Monitoring and Reporting Conditions
18. Groundwater, surface water, and methane monitoring locations must be established and
monitored as identified in the approved plans. Any modification to the approved
monitoring plan must be submitted to the Section Hydrogeologist for review.
19. Groundwater monitoring wells and surface water sampling locations must be sampled for
the constituents listed in the approved monitoring plan, at least semi-annually, according
to the approved plan (reference Doc ID 24165, pdf page 320) and the current policies and
guidelines of the Section in effect at the time of sampling. Groundwater monitoring for
the C&D units must be in accordance with 15A NCAC 13B .1630 through .1633.
Assessment monitoring must continue in accordance with the Solid Waste Management
Rules and any additional requirements set forth by the Section.
20. Monitoring reports of the analytical results for surface water and groundwater monitoring
sampling events must be submitted to the Section within 120 days of the sample
collection date. Analytical laboratory data must be submitted in electronic format (pdf)
and in a spreadsheet format in an Electronic Data Deliverable (EDD) Template. All
monitoring reports must contain:
a. a potentiometric surface map for the current sampling event that also includes surface
water sampling locations,
b. analytical laboratory reports and summary tables,
c. a completed Solid Waste Environment Monitoring Data Form, and
d. laboratory data submitted in accordance with the EDD Template.
21. The four independent samples which comprise the initial baseline sampling event must be
collected from each ground water monitoring well and the report must be submitted to the
Section within six months after issuance of the Permit to Operate.
22. Untreated leachate must be sampled and analyzed at least semi-annually concurrently
with the ground and surface water sampling. The leachate must be analyzed for all
Appendix I constituents, pH, specific conductance, BOD, COD, phosphate, nitrate, and
sulfate. Test results must be submitted to the Section along with ground and surface
water test results. In the event leachate is recirculated, additional leachate sampling may
be required.

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 12 of 18
23. A readily accessible unobstructed path must be maintained so that monitoring wells and
surface water sampling locations are accessible using four-wheel drive vehicles.
24. Each groundwater monitoring well and landfill gas well must be surveyed for location
and elevation. Each groundwater monitoring well and landfill gas monitoring well must
have an identification plate permanently attached to the well, in accordance with 15A
NCAC 2C .0108(o).
25. If a new well is required to be installed, either to add to the network or to replace an
existing well, or if a well is required to be abandoned:
a. The permittee must obtain approval from the Section for the design, installation, and
abandonment of any groundwater or landfill gas monitoring well. A licensed
geologist must be present to supervise the installation of groundwater monitoring
wells and landfill gas monitoring wells. The exact locations, screened intervals, and
nesting of the wells must be established after consultation with the Section
Hydrogeologist at the time of well installation.
b. Within 30 days of completed construction of each new groundwater and landfill gas
monitoring well, a well construction record, well schematic, boring log, field log and
notes, and description of well development activities must be submitted to the
Section. Form GW-1 must be used for both groundwater and landfill gas wells. The
submittal must also include a scaled topographic map, showing the location and
identification of new, existing, and abandoned wells and piezometers, and hydraulic
conductivity and effective porosity values.
c. Hydraulic conductivity and effective porosity values must be established for each
screened interval at each monitoring well in order to develop groundwater flow
characteristics.
d. Within thirty (30) days of the abandonment of any groundwater monitoring well, the
well abandonment record (GW-30 form) and any additional information included in
the abandonment record must be certified by a Licensed Geologist, and submitted to
the Section. A copy of the well abandonment records submitted to the Division of
Water Quality, consistent with 15A NCAC 2C .0114(b), must be submitted to the
Section.
e. Within thirty (30) days of the abandonment of a landfill gas monitoring well, an
abandonment record must be submitted to the Section. The boring must be
abandoned in accordance with 15A NCAC 2C .0113(d) and be certified by a Licensed
Geologist.
26. All landfill gas monitoring must be conducted by properly trained personnel. Methane
monitoring must include interior monitoring of onsite buildings. Landfill gas monitoring
results must be recorded on forms provided by the Section and be maintained in the
facility’s operating record.

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 13 of 18
27. Documentation of well completion, development details, repair, abandonment, and all
other pertinent activities associated with each monitoring well and all sampling activities
associated with each groundwater well, landfill gas monitoring well, surface water
location, and leachate sampling location must be maintained in the facility operating
record. Records of all monitoring events and analytical data must be kept as part of the
operating record.
28. The leachate collection system must be cleaned and maintained in accordance with 15A
NCAC 13B.1626(12)(a), NCGS 130A-295.6 (h)(3), and the approved plan, reference Doc
ID 24165, pdf page 265. Remote camera inspections of leachate lines must be conducted
upon completion of construction and at least once every five years. Cleaning of leachate
collection lines must be conducted as necessary for proper functioning and to address
buildup of leachate on the liner. Any blockages encountered must be repaired and
reported to the Section. Documentation of leachate line inspections, cleaning and
maintenance must be included in the operating record of the facility and provided to the
Section upon request.
29. The owner or operator must maintain a record of the amount of solid waste received at
the landfill units, compiled on a monthly basis. Scales must be used to weigh the amount
of waste received.
30. The facility must maintain records for all solid waste materials accepted as alternative
cover material and used as alternate daily cover. The records must include: the date of
receipt, weight of material, general description of the material, identity of the generator
and transporter, and county of origin. Such records must be made available to the Section
upon request.
Erosion and Sedimentation Control Requirements
31. All earth disturbing and sedimentation and erosion control activities must be conducted in
accordance with the Sedimentation Control Act N.C.G.S. 113A-50, et seq., and rules
promulgated under 15A NCAC 4, and must be consistent with any other local, state, or
federal requirements. All required sedimentation and erosion control measures must be
installed and operable to mitigate excessive on-site erosion and to prevent silt from
leaving the area of the landfill unit during the service life of the facility.
32. Modifications to the approved sedimentation and erosion control activities require
approval by the North Carolina Land Quality Section. The Section must be notified of any
sedimentation and erosion control plan modifications.
33. Facility construction, operations or practices must not cause or result in a discharge of
pollution, dredged material, and/or fill material into waters of the state in violation of the
requirements under Sections 402 and 404 of the Clean Water Act, as amended.

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 14 of 18
PART II: MUNICIPAL SOLID WASTE LANDFILL SPECIFIC CONDITIONS
34. The Permit to Operate for MSW Phase 4A, Cell 3 shall expire September 28, 2019.
Pursuant to 15A NCAC 13B .0201(g), no later than March 28, 2019, the owner or
operator must submit an amendment application prepared in accordance with 15A NCAC
13B .1603(a)(2).
35. This permit approves the continued operation of Phase 4A, Cell 3, as well as the onsite
environmental management and protection facilities as described in the approved plans.
Phase 4A is a lined MSW unit that piggy-backs the unlined MSW units 3 and 4.
36. The following table lists the dimensions and details for the lined MSW landfill units, both
existing and planned, reference Doc ID 24165, pdf page 29. Gross capacity is the
measured volume between the bottom of waste and the top of final cover.
Lined (Subtitle D)
MSW Units
Acres Gross Capacity
(cubic yards)
Approximate
Service Years1
Phase 5 19.2 1,087,199 Inactive
Phase 4A
(Cells 1 and 2)
22.0 1,111,382 At capacity
Phase 4A (Cell 3) 7.4 2,205,678 3 – 7.6
Phase 62 21.1 1,402,016 5.8 – 7.8
Phase 7 19.8 1,758,991 5.5 - 8
Phase 8 25.2 1,844,867 5.6 – 8.2
Phase 9 22.5 6,684,914 24.6 – 35.7
Phase 10 17.5 3,137,920 11 – 16.1
Total (Lined) 154.7 19,232,967 58.9 – 84.4 1Life expectancy as calculated June 2013. 2Applications must be submitted to the Section for review and approval prior to the construction and
operation of Phases 6 through 10.
37. Gross capacity has been slightly increased due to calculation adjustments. The last
approved and advertised Facility Plan identified the total gross capacity of the landfill as
19,900,000 cubic yards, which was combined MSW volume (MSW Phases 4A and
Phases 5 – 10) of 18,367,420 cubic yards and C&D volume of 1,487,003 cubic yards. In
2009 and 2015, increased adjustments were 720,189 cubic yards and 100,583 cubic yards,
respectively, for combined MSW and C&D capacity, which is a 4.1% increase in total
capacity. If a 10% or more increase in total gross landfill capacity is proposed in the
future, public notice and local government approval will be required.
38. The facility is permitted to co-dispose of wastewater treatment sludge generated within
the facility's approved service area, and subject to the terms and procedures of the
approved plan.

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 15 of 18
39. Closure or partial closure of any MSWLF unit must be in accordance with the Closure
Plans described in the approved plans and 15A NCAC 13B .1629. Final Closure Plans
must be submitted to the Division at least 90 days prior to implementation.
40. The use of leachate recirculation as a leachate management tool requires approval by the
Section prior to implementation. Requests for leachate recirculation approval must
include a comprehensive management plan developed according to Section guidelines.
Plans which are approved by the Section will be included in the list of approved
documents in Attachment 1.
41. On or before August 1 annually, the Permittee must submit an annual facility report to the
Section, on forms prescribed by the Section.
a. The reporting period shall be for the previous year beginning July 1 and ending June
30.
b. The annual report must list the amount of waste received and landfilled in tons and be
compiled:
i. On a monthly basis.
ii. By county, city or transfer station of origin.
iii. By specific waste type.
iv. By disposal location within the facility.
v. By diversion to alternative management facilities.
c. A measurement of volume utilized in the MSW cells must be performed during the
second quarter of the calendar year. The date and volumes, in cubic yards, must be
included in the report.
d. The amount of MSW waste, in tons from scale records, disposed in landfill cells since
August 6, 1997 through the date of the annual volume survey must be included in the
report.
e. The completed report must be forwarded to the Regional Waste Management
Specialist for the facility by the date due on the prescribed annual facility report form.
f. A copy of the completed report must be forwarded to each county manager for each
county from which waste was received at the facility. Documentation that a copy of
the report has been forwarded to the county managers must be sent to the Regional
Waste Management Specialist by the date due on the prescribed annual facility report
form.
PART III: CONSTRUCTION AND DEMOLITION DEBRIS UNIT SPECIFIC
CONDITIONS
42. The Permit to Operate for C&D Area 2, Cell 1 shall expire September 28, 2019. Pursuant
to 15A NCAC 13B .0201(g), no later than March 28, 2019, the owner or operator must

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 16 of 18
submit an amendment application prepared in accordance with 15A NCAC 13B
.0533(a)(2).
43. This permit approves the continued operation of Area 2, Cell 1 for the disposal of C&D
waste. The following table lists the dimensions and details for the C&D landfill units,
both existing and planned, Reference Doc ID 24160, pdf page 30.
C&D Units Acres Gross Capacity
(cubic yards)
Approximate
Service Years1
Area 1 16.2 614,472 Inactive
Area 2, Cell 1 11.9 410,675 0.8 – 1.6
Area 2, Cell 22 3.9 462,658 5.8 – 11.6
Total 32.0 1,487,805 6.6 – 13.2
1Life expectancy as calculated June 2013. 2An application must be submitted to the Section for review and approval prior to the construction
and operation of Area 2, Cell 2.
44. The C&DLF unit is permitted to receive construction and demolition waste and land
clearing and inert debris as follows:
a. C&D solid waste as defined in 15A NCAC 13B, Rule .0532(8) means solid waste
generated solely from the construction, remodeling, repair, or demolition operations
on pavement and buildings or structures. C&D waste does not include municipal and
industrial wastes that may be generated by the on-going operations at buildings or
structures.
b. Inert debris as defined in NCGS 130A-290 (a) (14) means solid waste that consists
solely of material such as concrete, brick, concrete block, uncontaminated soil, rock,
and gravel.
c. Land Clearing Waste as defined in G.S. 130A-290 (a)(15) means solid waste which is
generated solely from land clearing activities, limited to stumps, trees, limbs, brush,
grass, and other naturally occurring vegetative material.
d. Asphalt in accordance with G.S. §130A-294(m).
45. The C&DLF unit must not accept wastes excluded for disposal as specified in 15A
NCAC 13B, Rule .0542(e).
46. The leachate collection system within the C&D units must be operated to remove leachate
from the landfill in such a way as to ensure that the leachate head on the liner does not
exceed one foot under normal operating conditions.
47. The C&D units must be closed in accordance with the approved plan and the
requirements of the Section at the time of closure. A final closure plan must be submitted
for review at least ninety (90) days prior to closure of any phase of the C&D landfill
units.

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 17 of 18
48. On or before August 1 annually, the Permittee must submit an annual facility report to the
Section, on forms prescribed by the Section.
a. The reporting period shall be for the previous year beginning July 1 and ending June
30.
b. The annual report must list the amount of waste received and landfilled in tons and be
compiled:
i. On a monthly basis.
ii. By county, city or transfer station of origin.
iii. By specific waste type.
iv. By disposal location within the facility.
v. By diversion to alternative management facilities.
c. A measurement of volume utilized in the C&D cells must be performed during the
second quarter of the calendar year. The date and volumes, in cubic yards, must be
included in the report.
d. The amount of C&D waste, in tons from scale records, disposed in landfill cells since
August 24, 2007, through the date of the annual volume survey must be included in
the report.
e. The completed report must be forwarded to the Regional Waste Management
Specialist for the facility by the date due on the prescribed annual facility report form.
f. A copy of the completed report must be forwarded to each county manager for each
county from which waste was received at the facility. Documentation that a copy of
the report has been forwarded to the county managers must be sent to the Regional
Waste Management Specialist by the date due on the prescribed annual facility report
form.
PART IV: POST-CLOSURE SPECIFIC CONDITIONS FOR THE UNLINED MSW LANDFILL UNITS AND CONSTRUCTION AND DEMOLITION DEBRIS UNIT
49. Unlined MSW landfill units Phase 1 and 2 were closed prior to October 1993, and
unlined MSW landfill units Phase 3 and 4 were closed in 1999. An enhanced closure cap
was also installed over Phases 1 and 2 in 1999. C&D landfill Area 1 is located on top of
unlined MSW Phase 4, and was closed in 2011.
50. The integrity and effectiveness of the cap system must be maintained. Maintenance and
repairs to the cover must be conducted as necessary to correct the effects of settlement,
subsidence, erosion, or other events, and to prevent surface water from impounding over
waste, and run-on and run-off from eroding or otherwise damaging the cap system.
Mowing and removal of trees on the final cover is required at least once per year.
51. Any post-closure use of the property, including but not limited to, residential,
commercial, industrial, agricultural, or recreational use, is subject to review and approval

Facility Permit No: 5103 Johnston County MSW & C&D Landfill May 27, 2015 Doc ID: 24159 Page 18 of 18
by the Section and must not disturb the integrity of the cap system, or the function of the
monitoring systems. The Section may approve any other disturbance if the owner or
operator demonstrates that disturbance of the cap system, including any removal of waste,
will not increase the potential threat to human health or the environment.
52. The permittee must conduct groundwater and surface water sampling in accordance with the
approved groundwater monitoring plan, corrective action program, and the N.C. Solid Waste
Management Rules (.1600 et seq.).
53. Permanent physical markers must be maintained to identify the edge of the waste disposal
boundary.
PART V: MISCELLANEOUS SOLID WASTE MANAGEMENT UNIT SPECIFIC
CONDITIONS
Yard Waste Processing and Storage Unit
54. Yard Waste must be managed within the facility in the area identified on Drawing S1,
Doc ID 24166, pdf page 2. Management of yard waste in areas of the facility other than
that referenced above, require written approval of the Section.
55. The yard waste processing area must be operated in accordance with the Rules for Solid
Waste Compost Facilities, 15A NCAC 13B .1401 et seq, as applicable, and the approved
plan, reference Doc ID 24165, pdf page 259.
Recycling Collection Areas
56. Recycling areas, including the white goods, battery, waste oil, and tire collection areas,
must be located in areas of the facility as shown on Drawing S1, Doc ID 24166, pdf page
2, and operated in accordance with the approved plans. The Section must be notified of
any planned changes to the locations of these processing or collection areas.
- End of Permit Conditions –

Appendix B
Photographic Log

Construction Quality Assurance Report
Johnston County C&D Landfill - Area 2 Cell 2
Smithfield, North Carolina
PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
1
Date:
11-17-16
Direction Photo Taken:

Northwest
Description:

Initial Site Preparation
Activities

Photo No.
2 Date:
11-17-16
Direction Photo Taken:

N/A
Description:

Existing LFG Vent to be
Abandoned
PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
3
Date:
11/21/16
Direction Photo Taken:

North
Description:

Initial Structural Fill
Placement Along Top of
the Slope of Area 2 Cell
2

Photo No.
4 Date:
11/30/16
Direction Photo Taken:

N/A
Description:

Fusion welding of 6”
HDPE LFG Collection
Piping
PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
5
Date:
12/1/16
Direction Photo Taken:

South
Description:

Exposing Plywood Over
Top of Cell 1
Geosynthetics

Photo No.
6 Date:
12/9/16
Direction Photo Taken:

Southwest
Description:

Subgrade Preparation
PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
7
Date:
1-16-17
Direction Photo Taken:

West
Description:

LFG Collection Trench
Under Construction

Photo No.
8 Date:
1/18/17
Direction Photo Taken:

West
Description:

Installation of GCL and
40mil LLDPE
Geomembrane
PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
9
Date:
1/18/17
Direction Photo Taken:

West
Description:

Fusion Welding of
LLDPE Geomembrane

Photo No.
10 Date:
1/18/17
Direction Photo Taken:

West
Description:

Installation of
Geosynthetics
PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
11
Date:
1/18/17
Direction Photo Taken:

North
Description:

Tie-in of Cell 2
Geosynthetics with Cell
1 and 2

Photo No.
12 Date:
1/24/17
Direction Photo Taken:

West
Description:

Installation of Grainage
Geocomposite
PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
13
Date:
1/26/17
Direction Photo Taken:

North
Description:

8” HDPE Leachate
Collection Piping

Photo No.
14 Date:
2/2/17
Direction Photo Taken:

South
Description:

Extrusion Welded Tie-
In of LLDPE
Geomembrane
PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
15
Date:
2/3/17
Direction Photo Taken:

N/A
Description:

Connection of Cell 2
Leachate Collection
Piping with Cell 1

Photo No.
16 Date:
2/6/17
Direction Photo Taken:

Southwest
Description:

Placement of Protective
Cover Soil
PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
17
Date:
2-13-17
Direction Photo Taken:

Southwest
Description:

Placement of Protective
Cover Soil

Photo No.
18 Date:
2-22-17
Direction Photo Taken:

Southwest
Description:

Construction of Down
Chute (for Flow From
Geosynthetic Rain
Cover) at North End of
Cell 2
PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
19
Date:
3-8-17
Direction Photo Taken:

Southwest
Description:

Completed
Geomembrane Lined
Down Chute

Photo No.
20 Date:
3-8-17
Direction Photo Taken:

North
Description:

Leachate Collection
Pipe Cleanout
PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
21
Date:
3-8-17
Direction Photo Taken:

Southwest
Description:

Geosynthetic Rain
Cover w/Tire Ballast

Photo No.
22 Date:
3-8-17
Direction Photo Taken:

South
Description:

LFG Vent and
Revegetation of
Disturbed Areas

PHOTOGRAPHIC LOG
Client Name:
Johnston County

Site Location:
Johnston County Landfill

Project No.
JOHNSTON-15-6

Photo No.
23
Date:
3-8-17
Direction Photo Taken:

East
Description:

Cleanouts to be
Installed in Existing 8”
Leachate Gravity Main

Photo No.
24 Date:
3-8-17
Direction Photo Taken:

N/A
Description:

Installed 8” HDPE
Cleanout Along
Leachate Gravity Main

Appendix C
CQA Meeting Minutes

Construction Quality Assurance Report
Johnston County C&D Landfill - Area 2 Cell 2
Smithfield, North Carolina

MEMORANDUM

Date: February 15, 2017
To: Distribution
From: Byron S. Hackney
Pieter K. Scheer, P.E.
Smith Gardner, Inc.
RE: Johnston County C&DLF
Area 2 Cell 2 Construction
Construction and Geosynthetics Meeting Summary - January 17, 2017

Attendees: See attached list.

Meeting Summary:

A construction meeting was held Tuesday January 17th at the site to discuss the construction
of Area 2 Cell 2 of the Johnston County Construction and Demolition Debris (C&D) Landfill.
Also included was a discussion of the specification and construction quality assurance (CQA)
requirements for the geosynthetic components of the liner and leachate collection system.
The meeting began at 10:00 a.m. and the following items were discussed:

Current Progress:

Currently ES&J has substantially completed the landfill subgrade and is completing
construction of the landfill gas collection trenches proceeding from south to north. Mr. Hall
anticipated completion by January 20th weather dependent. ES&J will transport all waste
encountered across the landfill scale prior to placement in the Phase 4A MSW landfill unit.

Planned Activities:

Upcoming activities include:
 Completion of as-built survey of subgrade.
 Geosynthetics installation (beginning next week).
 Protective cover placement (anticipated to take approximately 2 weeks).

Geosynthetics CQA Meeting:

Mr. Scheer reviewed the requirements for the geosynthetic components of the liner system
following the attached agenda (information from meeting added). Planned sequencing, panel
placement, and cover materials were discussed.
Construction Progress Meeting Summary – January 17, 2017
February 15, 2017
Page 2 of 2
Next Meeting

The next meeting was scheduled for Thursday February 16th at 10 a.m.

Attachments: Attendee List
Geosynthetics CQA Meeting Agenda

cc: Distribution:
Rick Proctor, Johnston County
Billie Thornton, Johnston County
Sandy Williams, ES&J
Rick Williams, ES&J
Kerry Hall, ES&J
Donna Wilson, NC DWM
Liz Patterson, NC DWM

SMITH GARDNER, INC. Geosynthetics CQA Meeting Agenda
Johnston County C&DLF - Area 2 Cell 2 Page 1
GEOSYNTHETICS CQA MEETING
AGENDA

1. Status of Approvals:

Material CQA Status
Subgrade  Placement complete
 LFG collection trenches in progress
 Survey performed/awaiting final drawing

Geosynthetic Clay Liner
(GCL)
 Agru GeoClay NN66-7S - Conformance Testing
Complete
 All Rolls On-Site (1/17/17)

40 mil Textured LLDPE
Geomembrane
 Agru MicroSpike - Conformance Testing
Complete
 All Rolls On-Site (1/17/17) (1 Roll Held Back if
Needed)

Drainage Geocomposite  SKAPS TN 300-2-6 - Conformance Testing
Complete
 All Rolls On-Site (1/17/17)

Geotextiles  Type GT-S Geotextiles (SKAPS) - Conformance
Testing Complete
 1 Roll On-Site (1/17/17)

Geosynthetic Rain Cover  All Rolls On-Site (1/17/17)

2. Anticipated Delivery Schedule:

3. Review of Specification Requirements:

Geomembrane (Technical Specification Section 02778):

 Installation in accordance with specifications and approved procedures.

 Hallaton to provide the following:
o Trial seam log
o Panel/Seam log
o Non-destructive testing (vacuum/air pressure tests) log
o Destructive sampling log

SMITH GARDNER, INC. Geosynthetics CQA Meeting Agenda
Johnston County C&DLF - Area 2 Cell 2 Page 2
o Repair log

Provide copies of the above forms to S+G at least weekly for review. Mr.
Smithson stated that Hallaton plans to perform recordkeeping using a tablet and
will provide to Mr. Hackney.

 Record Information:

Per Paragraphs C.2.c. and D.9 of Section 02778, the following information is
required for the geomembrane:

CQC Documentation: Final logs as listed above.

As-Built Drawing: Hallaton to provide using GPS information

(1) Location and numbering of all panels/seams;
(2) Location of all repairs/patches;
(3) Location of all destructive test locations; and
(4) Location of all pipe penetrations and other appurtenances (if applicable).

Survey information needs to be obtained/reviewed prior to placement of overlying
materials.

GCL (Technical Specification Section 02776):

 Installation in accordance with specifications and approved installation procedures.

 Install GCL with scrim non-woven side down (against subgrade).

 6" min. overlap on roll edges and 12" min. along roll ends with 0.25 lbs/LF bentonite.

 Horizontal (end) seams shall be kept to a minimum on steeper slopes.

 Shingle all GCL seams (upper panel over lower panel).

 Cover GCL with geomembrane in timely manner (especially when rain is forecast).

Drainage Geocomposite (Technical Specification Section 02712):

 Installation in accordance with specifications and approved installation procedures.

 3" overlap of geonet drainage core on roll edges and 6" along roll ends. Ties every
5' along roll edges; every 12” along roll ends; every 6” in the anchor trench.

 Hallaton plan for seaming geotextile component: Wedge Weld

SMITH GARDNER, INC. Geosynthetics CQA Meeting Agenda
Johnston County C&DLF - Area 2 Cell 2 Page 3
Geotextiles (Tech. Specification Section 02240):

 Installation in accordance with specifications and approved installation procedures.

 Hallaton plan for seaming geotextiles: Wedge Weld (or 12” overlap if performed by
ES&J)

4. Review of CQA Requirements (CQA Manual Sections 5.0 through 9.0):

Conformance Testing of Geosynthetics Materials:

 See Status of Approvals above.

Geomembrane:

 Marking on liner for panel identification, sampling, repairs, etc. (Hallaton/S+G)
(Hallaton to use white/orange )
 Field tensiometer provided by Hallaton - should have recent calibration data
 Trial seam procedures in accordance with Section 5.3.5.1 (Hallaton to document)
(Note: minimum of four coupons (2 peel/2 shear))
 Non-Destructive Testing: Vacuum or air pressure testing to be done continuously
by Hallaton on all seams in accordance with Section 5.3.6.1
 Destructive Testing: Samples to be cut and tested at minimum one per 500 LF of
weld (S+G to mark) in accordance with Section 5.3.6.2. (Hallaton to document) (Note:
minimum of six coupons (3 peel/3 shear)). Samples also to be sent (by S+G) to CQA
laboratory (Geotechnics) (Typical 1 day turnaround on test results).
 Repairs and Verification: In accordance with Section 5.3.7

5. Discussion Items:

GRC ballasting was discussed. Mr. Scheer indicated that the project specifications call for
using tires every 8 feet on center with tires tied to vertical and horizontal 3/8” nylon ropes. Mr.
Smithson proposed ropes as planned vertically but a reduced number of horizontal ropes (a
minimum of 3 horizontal ropes across the slopes). Mr. Scheer agreed with this approach as a
similar approach has worked well on similar installations.

Related to GRC ballasting, Mr. Proctor indicated that Johnston County should have an ample
supply of tires but requested a 2-3 day advance notice.

Appendix D
Earthwork CQA Data

Construction Quality Assurance Report
Johnston County C&D Landfill - Area 2 Cell 2
Smithfield, North Carolina
Project Name: Johnston County C&D Landfill - Area 2 Cell 2
Project Number: JOHNSTON-15-6
Contractor: ES&J Enterprises, Inc.
Grain Size Analysis (ASTM D 422) Test Results:
Test +3" Pass #4 Pass #200 Gravel Sand Silt/Clay USCS
Number (%) (%) (%) (%) (%) (%) Classification
SF-1 0.0 99.2 8.2 0.8 91.0 8.2 SP-SM
SF-2 0.0 100.0 47.9 0.0 52.2 47.9 SC
SF-3 0.0 95.8 7.2 4.2 88.6 7.2 SP-SM
Atterberg Limits (ASTM D 4318) Test Results:
Plasticity
Test Liquid Limit Plastic Limit Index USCS
Number (%) (%) (%) Classification
SF-1 0 SP-SM Non-Plastic
SF-2 35 16 19 SC
SF-3 0 SP-SM Non-Plastic
Moisture-Density Relationship (ASTM D 698) Test Results:
Optimum Maximum
Test Water Content Dry Density
Number (%) (pcf)
SF-1 13.0 113.3
SF-2 15.2 112.3
SF-3 12.2 112.9
Number of Tests Performed:
Grain Size Analysis: 3
Atterberg Limits: 3
Moisture Density Relationship: 3
STRUCTURAL FILL
CONTROL TEST SUMMARY
SMITH GARDNER, INC.Control Tests JC C&DLF Structural Fill Summary.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMIT
ASTM D 4318-10
Client SMITH + GARDNER, INC. Boring No.NA
Client Reference JOHNSTON CO. LF Depth (ft)NA
Project No.2016-819-001 Sample No. SF-1
Lab ID 2016-819-001-001 Visual Description RED
( MInus No. 40 sieve material, Wet Method)
NON - PLASTIC
MATERIAL
Tested By BW Date 11/22/16 Checked By GEM Date 11/22/16
page 1 of 1 DCN: CT-S4C DATE: 7-11-97 REVISION : 2 Z:\Data Sheets\[Limit-(NP).xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-001 Sample No.: SF-1
Lab ID: 2016-819-001-001 Soil Color:RED
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SP-SM, TESTED
USCS Classification:POORLY GRADED SAND WITH SILT
D60 =0.621231 CC = 1.393229
D30 = 0.314818 CU = 5.425118
D10 = 0.11451
Tested By TB Date 11/18/16 Checked By GEM Date 11/22/16
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t

(
%
)
Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-001 Sample No.: SF-1
Lab ID: 2016-819-001-001 Soil Color:RED
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.319 Tare No.NA
Wt. of Tare & Wet Sample (g) 984.37 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 934.16 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)209.16 Weight of Tare (g)NA
Weight of Water (g)50.21 Weight of Water (g)NA
Weight of Dry Sample (g) 725.00 Weight of Dry Sample (g)NA
Moisture Content (%)6.9 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)725.00
Dry Weight of - 3/4" Sample (g) 665.5 Weight of - #200 Sample (g)59.51
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)665.49
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer (mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 5.17 0.71 0.71 99.29 99.29
3/8" 9.50 0.00 0.00 0.71 99.29 99.29
#4 4.75 0.51 0.07 0.78 99.22 99.22
#10 2.00 11.19 1.54 2.33 97.67 97.67
#20 0.850 159.16 21.95 24.28 75.72 75.72
#40 0.425 251.96 34.75 59.03 40.97 40.97
#60 0.250 140.59 19.39 78.42 21.58 21.58
#140 0.106 92.22 12.72 91.14 8.86 8.86
#200 0.075 4.69 0.65 91.79 8.21 8.21
Pan -59.51 8.21 100.00 --
Tested By TB Date 11/18/16 Checked By GEM Date 11/22/16
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D 698-12e2
Client:SMITH + GARDNER, INC.Boring No.: NA
Client Reference: JOHNSTON CO. LF Depth (ft): NA
Project No.:2016-819-001 Sample No.: SF-1
Lab ID:2016-819-001-001 Test Method STANDARD
Visual Description: RED POORLY GRADED SAND WITH SILT
Optimum Water Content 13.0
Maximum Dry Density 113.3
Tested By SS Date 11/17/16 Checked By GEM Date 11/22/16
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
95
100
105
110
115
120
0 5 10 15 20 25 30
De
n
s
i
t
y

(
p
c
f
)
Water Content (%)
Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D 698-12e2
Client:SMITH + GARDNER, INC.Boring No.: NA
Client Reference: JOHNSTON CO. LF Depth (ft): NA
Project No.:2016-819-001 Sample No.: SF-1
Lab ID:2016-819-001-001
Visual Description: RED POORLY GRADED SAND WITH SILT
Total Weight of the Sample (g) 23050 Test Type STANDARD
As Received Water Content (%)NA Rammer Weight (lb)5.5
Assumed Specific Gravity 2.70 Rammer Drop (in)12
Rammer Type MECHANICAL
Percent Retained on 3/4" NA Machine ID R 174
Percent Retained on 3/8" NA Mold ID R 552
Percent Retained on #4 NA Mold diameter 4"
Oversize Material Not included Weight of the Mold (g)4258
Procedure Used A Volume of the Mold (cm3)943
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g)6023 6089 6158 6202 6165
Wt.of Mold (g)4258 4258 4258 4258 4258
Wt. of Wet Sample (g)1765 1831 1900 1944 1907
Mold Volume (cm3)943 943 943 943 943
Moisture Content / Density
Tare Number SS-0 SS-3 SS-2 SS-5 SS-4
Wt. of Tare & Wet Sample (g)240.60 271.70 279.60 302.40 330.70
Wt. of Tare & Dry Sample (g)233.40 258.30 261.38 277.45 297.40
Wt. of Tare (g)100.40 100.10 99.80 99.30 99.00
Wt. of Water (g)7.20 13.40 18.22 24.95 33.30
Wt. of Dry Sample (g)133.00 158.20 161.58 178.15 198.40
Wet Density (g/cm3)1.87 1.94 2.01 2.06 2.02
Wet Density (pcf) 116.8 121.2 125.7 128.6 126.2
Moisture Content (%) 5.4 8.5 11.3 14.0 16.8
Dry Density (pcf) 110.8 111.7 113.0 112.8 108.0
Zero Air Voids
Moisture Content (%)16.0 19.0 22.0
Dry Unit Weight (pcf)117.7 111.4 105.7
Tested By SS Date 11/17/16 Checked By GEM Date 11/22/16
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

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ATTERBERG LIMITS
ASTM D 4318-10e1 / AASHTO T89-13
Client:SMITH + GARDNER, INC. Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-001 Sample No.: SF-2
Lab ID:2016-819-001-002 Soil Description:YELLOW LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number G 2M AM U
Wt. of Tare & Wet Sample (g) 28.94 28.54 26.30 L
Wt. of Tare & Dry Sample (g) 25.48 25.18 23.26 T
Wt. of Tare (g) 14.99 15.54 15.36 I
Wt. of Water (g) 3.5 3.4 3.0 P
Wt. of Dry Sample (g) 10.5 9.6 7.9 O
I
Moisture Content (%) 33.0 34.9 38.5 N
Number of Blows 35 25 16 T
Plastic Limit Test 1 2 Range Test Results
Tare Number U 17 Liquid Limit (%) 35
Wt. of Tare & Wet Sample (g) 21.90 21.65
Wt. of Tare & Dry Sample (g) 21.00 20.81 Plastic Limit (%) 16
Wt. of Tare (g) 15.13 15.46
Wt. of Water (g) 0.9 0.8 Plasticity Index (%) 19
Wt. of Dry Sample (g) 5.9 5.4
USCS Symbol CL
Moisture Content (%) 15.3 15.7 -0.4
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By BW Date 11/22/16 Checked By GEM Date 11/23/16
page 1 of 1 DCN:CT-S4B DATE:3/18/13 REVISION:4 3ptlimit.xls
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22
24
26
28
30
32
34
36
38
40
110100
Wa
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C
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Number of Blows
0
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30
40
50
60
0 20406080100
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Liquid Limit (%)
CL CH
MH
CL-ML
ML

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-001 Sample No.: SF-2
Lab ID: 2016-819-001-002 Soil Color:YELLOW
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SC, TESTED
USCS Classification:CLAYEY SAND
Tested By SS Date 11/22/16 Checked By GEM Date 11/23/16
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
Pe
r
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n
t

F
i
n
e
r

B
y

W
e
i
g
h
t

(
%
)
Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-001 Sample No.: SF-2
Lab ID: 2016-819-001-002 Soil Color:YELLOW
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.318 Tare No.NA
Wt. of Tare & Wet Sample (g) 602.69 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 590.84 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)86.44 Weight of Tare (g)NA
Weight of Water (g)11.85 Weight of Water (g)NA
Weight of Dry Sample (g) 504.40 Weight of Dry Sample (g)NA
Moisture Content (%)2.3 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)504.40
Dry Weight of - 3/4" Sample (g) 263.0 Weight of - #200 Sample (g)241.36
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)263.04
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer (mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 0.00 0.00 0.00 100.00 100.00
3/8" 9.50 0.00 0.00 0.00 100.00 100.00
#4 4.75 0.00 0.00 0.00 100.00 100.00
#10 2.00 1.68 0.33 0.33 99.67 99.67
#20 0.850 11.86 2.35 2.68 97.32 97.32
#40 0.425 16.94 3.36 6.04 93.96 93.96
#60 0.250 22.21 4.40 10.45 89.55 89.55
#140 0.106 151.70 30.08 40.52 59.48 59.48
#200 0.075 58.65 11.63 52.15 47.85 47.85
Pan -241.36 47.85 100.00 --
Tested By SS Date 11/22/16 Checked By GEM Date 11/23/16
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D 698-12e2
Client:SMITH + GARDNER, INC.Boring No.: NA
Client Reference: JOHNSTON CO. LF Depth (ft): NA
Project No.:2016-819-001 Sample No.: SF-2
Lab ID:2016-819-001-002 Test Method STANDARD
Visual Description: YELLOW CLAYEY SAND
Optimum Water Content 15.2
Maximum Dry Density 112.3
Tested By SS Date 11/20/16 Checked By GEM Date 11/21/16
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
95
100
105
110
115
120
0 5 10 15 20 25 30
De
n
s
i
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y

(
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c
f
)
Water Content (%)
Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D 698-12e2
Client:SMITH + GARDNER, INC.Boring No.: NA
Client Reference: JOHNSTON CO. LF Depth (ft): NA
Project No.:2016-819-001 Sample No.: SF-2
Lab ID:2016-819-001-002
Visual Description: YELLOW CLAYEY SAND
Total Weight of the Sample (g) 19350 Test Type STANDARD
As Received Water Content (%)NA Rammer Weight (lb)5.5
Assumed Specific Gravity 2.70 Rammer Drop (in)12
Rammer Type MECHANICAL
Percent Retained on 3/4" NA Machine ID R 174
Percent Retained on 3/8" NA Mold ID R 552
Percent Retained on #4 NA Mold diameter 4"
Oversize Material Not included Weight of the Mold (g)4258
Procedure Used B Volume of the Mold (cm3)943
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g)5967 6053 6201 6222 6147
Wt.of Mold (g)4258 4258 4258 4258 4258
Wt. of Wet Sample (g)1709 1795 1943 1964 1889
Mold Volume (cm3)943 943 943 943 943
Moisture Content / Density
Tare Number SS-4 304 317 312 300
Wt. of Tare & Wet Sample (g)249.20 305.00 340.70 253.30 287.30
Wt. of Tare & Dry Sample (g)237.84 285.24 308.07 229.03 257.50
Wt. of Tare (g)99.00 110.50 84.50 84.10 110.70
Wt. of Water (g)11.36 19.76 32.63 24.27 29.80
Wt. of Dry Sample (g)138.84 174.74 223.57 144.93 146.80
Wet Density (g/cm3)1.81 1.90 2.06 2.08 2.00
Wet Density (pcf) 113.1 118.8 128.5 130.0 125.0
Moisture Content (%) 8.2 11.3 14.6 16.7 20.3
Dry Density (pcf) 104.5 106.7 112.2 111.3 103.9
Zero Air Voids
Moisture Content (%)17.5 20.0 23.5
Dry Unit Weight (pcf)114.4 109.4 103.1
Tested By SS Date 11/20/16 Checked By GEM Date 11/21/16
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMIT
ASTM D 4318-10
Client SMITH + GARDNER, INC. Boring No.NA
Client Reference JOHNSTON CO. LF Depth (ft)NA
Project No.2016-819-002 Sample No. SF-3
Lab ID 2016-819-002-001 Visual Description ORANGE
( MInus No. 40 sieve material, Wet Method)
NON - PLASTIC
MATERIAL
Tested By TB Date 12/14/16 Checked By GEM Date 12/15/16
page 1 of 1 DCN: CT-S4C DATE: 7-11-97 REVISION : 2Z:\2016 PROJECTS\2016-819 SMITH + GARDNER - JOHNSTON CO\[2016-819-002-001 relabel Limit-(NP).xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-002 Sample No.: SF-3
Lab ID: 2016-819-002-001 Soil Color:ORANGE
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SP-SM, TESTED (NON PLASTIC FINES)
USCS Classification:POORLY GRADED SAND WITH SILT
D60 =1.360737 CC = 1.114269
D30 = 0.587072 CU = 5.986267
D10 = 0.22731
Tested By BW Date 12/9/16 Checked By GEM Date 12/15/16
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
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20
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40
50
60
70
80
90
100
0.0010.010.11101001000
Pe
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F
i
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B
y

W
e
i
g
h
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(
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Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-002 Sample No.: SF-3
Lab ID: 2016-819-002-001 Soil Color:ORANGE
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.TB-10 Tare No.NA
Wt. of Tare & Wet Sample (g) 493.55 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 473.05 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)134.51 Weight of Tare (g)NA
Weight of Water (g)20.50 Weight of Water (g)NA
Weight of Dry Sample (g) 338.54 Weight of Dry Sample (g)NA
Moisture Content (%)6.1 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)338.54
Dry Weight of - 3/4" Sample (g) 314.3 Weight of - #200 Sample (g)24.26
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)314.28
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer (mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 0.00 0.00 0.00 100.00 100.00
3/8" 9.50 5.20 1.54 1.54 98.46 98.46
#4 4.75 9.07 2.68 4.22 95.78 95.78
#10 2.00 69.49 20.53 24.74 75.26 75.26
#20 0.850 114.77 33.90 58.64 41.36 41.36
#40 0.425 72.01 21.27 79.91 20.09 20.09
#60 0.250 33.25 9.82 89.74 10.26 10.26
#140 0.106 8.08 2.39 92.12 7.88 7.88
#200 0.075 2.41 0.71 92.83 7.17 7.17
Pan -24.26 7.17 100.00 --
Tested By BW Date 12/9/16 Checked By GEM Date 12/15/16
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D 698-12e2
Client:SMITH + GARDNER, INC.Boring No.: NA
Client Reference: JOHNSTON CO. LF Depth (ft): NA
Project No.:2016-819-002 Sample No.: SF-3
Lab ID:2016-819-002-001 Test Method STANDARD
Visual Description: ORANGE POORLY GRADED SAND WITH SILT
Optimum Water Content 12.2
Maximum Dry Density 112.9
Tested By TB Date 12/8/16 Checked By GEM Date 12/15/16
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
100
105
110
115
120
0 5 10 15 20 25
De
n
s
i
t
y

(
p
c
f
)
Water Content (%)
Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D 698-12e2
Client:SMITH + GARDNER, INC.Boring No.: NA
Client Reference: JOHNSTON CO. LF Depth (ft): NA
Project No.:2016-819-002 Sample No.: SF-3
Lab ID:2016-819-002-001
Visual Description: ORANGE POORLY GRADED SAND WITH SILT
Total Weight of the Sample (g) 23300 Test Type STANDARD
As Received Water Content (%)NA Rammer Weight (lb)5.5
Assumed Specific Gravity 2.70 Rammer Drop (in)12
Rammer Type MECHANICAL
Percent Retained on 3/4" NA Machine ID R 174
Percent Retained on 3/8" 0 Mold ID R 552
Percent Retained on #4 2 Mold diameter 4"
Oversize Material Not included Weight of the Mold (g)4258
Procedure Used B Volume of the Mold (cm3)943
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g)6016 6074 6137 6181 6199
Wt.of Mold (g)4258 4258 4258 4258 4258
Wt. of Wet Sample (g)1758 1816 1879 1923 1941
Mold Volume (cm3)943 943 943 943 943
Moisture Content / Density
Tare Number 304 300 305 866 314
Wt. of Tare & Wet Sample (g)381.70 412.70 377.40 375.00 373.00
Wt. of Tare & Dry Sample (g)369.50 391.50 349.90 342.50 334.80
Wt. of Tare (g)110.50 110.80 84.60 86.80 84.40
Wt. of Water (g)12.20 21.20 27.50 32.50 38.20
Wt. of Dry Sample (g)259.00 280.70 265.30 255.70 250.40
Wet Density (g/cm3)1.86 1.93 1.99 2.04 2.06
Wet Density (pcf) 116.3 120.2 124.3 127.2 128.4
Moisture Content (%) 4.7 7.6 10.4 12.7 15.3
Dry Density (pcf) 111.1 111.7 112.6 112.9 111.4
Zero Air Voids
Moisture Content (%)17.0 19.0 21.0
Dry Unit Weight (pcf)115.5 111.4 107.5
Tested By TB Date 12/8/16 Checked By GEM Date 12/15/16
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

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1
3
.
3

1
3
.
0

9
8
.
3

-
0
.
4

P
A
S
S
DC
-
2

1
1
/
2
9
/
1
6

D
C

1
1
2
.
3

1
2
.
8

1
1
3
.
3

1
3
.
0

9
9
.
1

-
0
.
2

P
A
S
S
ND
-
9

1
1
/
2
9
/
1
6

N

1
1
2
.
2

1
2
.
2

1
1
3
.
3

1
3
.
0

9
9
.
0

-
0
.
8

P
A
S
S
ND
-
1
0

1
1
/
2
9
/
1
6

N

1
1
2
.
6

1
2
.
8

1
1
3
.
3

1
3
.
0

9
9
.
4

-
0
.
2

P
A
S
S
ND
-
1
1

1
1
/
2
9
/
1
6

N

1
1
2
.
3

1
1
.
4

1
1
3
.
3

1
3
.
0

9
9
.
1

-
1
.
6

P
A
S
S
ND
-
1
2

1
1
/
2
9
/
1
6

N

1
0
9
.
2

1
1
.
7

1
1
3
.
3

1
3
.
0

9
6
.
4

-
1
.
3

P
A
S
S
ND
-
1
3

1
1
/
2
9
/
1
6

N

1
1
3
.
2

1
2
.
9

1
1
3
.
3

1
3
.
0

9
9
.
9

-
0
.
1

P
A
S
S
ND
-
1
4

1
1
/
2
9
/
1
6

N

1
1
1
.
2

1
3
.
0

1
1
3
.
3

1
3
.
0

9
8
.
1

0
.
0

P
A
S
S
ND
-
1
5

1
2
/
1
/
1
6

N

1
1
1
.
4

1
3
.
4

1
1
3
.
3

1
3
.
0

9
8
.
3

0
.
4

P
A
S
S
ND
-
1
6

1
2
/
1
/
1
6

N

1
0
9
.
9

1
4
.
0

1
1
3
.
3

1
3
.
0

9
7
.
0

1
.
0

P
A
S
S
ND
-
1
7

1
2
/
1
/
1
6

N

1
0
8
.
2

1
3
.
9

1
1
3
.
3

1
3
.
0

9
5
.
5

0
.
9

P
A
S
S
ND
-
1
8

1
2
/
1
/
1
6

N

1
1
2
.
4

1
3
.
3

1
1
3
.
3

1
3
.
0

9
9
.
2

0
.
3

P
A
S
S
ND
-
1
9

1
2
/
1
/
1
6

N

1
1
0
.
0

1
4
.
1

1
1
3
.
3

1
3
.
0

9
7
.
1

1
.
1

P
A
S
S
ND
-
2
0

1
2
/
1
/
1
6

N

1
1
0
.
4

1
4
.
5

1
1
3
.
3

1
3
.
0

9
7
.
4

1
.
5

P
A
S
S
ND
-
2
1

1
2
/
1
/
1
6

N

1
1
1
.
0

1
3
.
8

1
1
3
.
3

1
3
.
0

9
8
.
0

0
.
8

P
A
S
S
ND
-
2
2

1
2
/
8
/
1
6

N

1
1
1
.
2

1
3
.
0

1
1
3
.
3

1
3
.
0

9
8
.
1

0
.
0

P
A
S
S
DC
-
3

1
2
/
8
/
1
6

D
C

1
1
2
.
3

1
2
.
8

1
1
3
.
3

1
3
.
0

9
9
.
1

-
0
.
2

P
A
S
S
ND
-
2
3

1
2
/
8
/
1
6

N

1
1
3
.
7

1
1
.
8

1
1
3
.
3

1
3
.
0

1
0
0
.
4

-
1
.
2

P
A
S
S
ND
-
2
4

1
2
/
8
/
1
6

N

1
1
1
.
9

1
2
.
0

1
1
3
.
3

1
3
.
0

9
8
.
8

-
1
.
0

P
A
S
S
ND
-
2
5

1
2
/
8
/
1
6

N

1
1
4
.
1

1
3
.
5

1
1
3
.
3

1
3
.
0

1
0
0
.
7

0
.
5

P
A
S
S
ND
-
2
6

1
2
/
8
/
1
6

N

1
1
3
.
9

1
1
.
9

1
1
3
.
3

1
3
.
0

1
0
0
.
5

-
1
.
1

P
A
S
S
ST
R
U
C
T
U
R
A
L

F
I
L
L
RE
C
O
R
D

T
E
S
T

S
U
M
M
A
R
Y
In
-
S
i
t
u

V
a
l
u
e
s

R
e
f
e
r
e
n
c
e

V
a
l
u
e
s
(A
S
T
M

D

6
9
8
)
Location/Comment
SM
I
T
H

G
A
R
D
N
E
R
,

I
N
C
.
Re
c
o
r
d

T
e
s
t
s

1

o
f

3

J
C

C
&
D
L
F

S
t
r
u
c
t
u
r
a
l

F
i
l
l

S
u
m
m
a
r
y
.
x
l
s
Di
f
f
e
r
e
n
c
e
Op
t
i
m
u
m

F
r
o
m
Mo
i
s
t
u
r
e

M
a
x
i
m
u
m

M
o
i
s
t
u
r
e

O
p
t
i
m
u
m
Te
s
t

T
e
s
t

D
r
y

D
e
n
s
i
t
y
Co
n
t
e
n
t

D
r
y

D
e
n
s
i
t
y
Co
n
t
e
n
t

C
o
m
p
a
c
t
i
o
n

M
o
i
s
t
u
r
e
Nu
m
b
e
r
Da
t
e

M
e
t
h
o
d
*

(
p
c
f
)

(
%
)

(
p
c
f)

(
%
)

(
%
)

(
%
)

P
a
s
s
/
F
a
i
l
In
-
S
i
t
u

V
a
l
u
e
s

R
e
f
e
r
e
n
c
e

V
a
l
u
e
s
(A
S
T
M

D

6
9
8
)
Location/Comment
ND
-
2
7

1
2
/
8
/
1
6

N

1
1
2
.
6

1
2
.
0

1
1
3
.
3

1
3
.
0

9
9
.
4

-
1
.
0

P
A
S
S
ND
-
2
8

1
2
/
8
/
1
6

N

1
1
3
.
6

1
3
.
6

1
1
3
.
3

1
3
.
0

1
0
0
.
3

0
.
6

P
A
S
S
ND
-
2
9

1
2
/
8
/
1
6

N

1
1
3
.
0

1
1
.
8

1
1
3
.
3

1
3
.
0

9
9
.
7

-
1
.
2

P
A
S
S
ND
-
3
0

1
2
/
8
/
1
6

N

1
1
2
.
6

9
.
8

1
1
3
.
3

1
3
.
0

9
9
.
4

-
3
.
2

P
A
S
S
ND
-
3
1

1
2
/
8
/
1
6

N

1
1
3
.
5

9
.
7

1
1
3
.
3

1
3
.
0

1
0
0
.
2

-
3
.
3

P
A
S
S
ND
-
3
2

1
2
/
8
/
1
6

N

1
1
1
.
7

1
0
.
6

1
1
3
.
3

1
3
.
0

9
8
.
6

-
2
.
4

P
A
S
S
ND
-
3
3

1
2
/
8
/
1
6

N

1
0
7
.
7

1
1
.
4

1
1
3
.
3

1
3
.
0

9
5
.
1

-
1
.
6

P
A
S
S
ND
-
3
4

1
2
/
8
/
1
6

N

1
1
2
.
5

1
2
.
3

1
1
3
.
3

1
3
.
0

9
9
.
3

-
0
.
7

P
A
S
S
ND
-
3
5

1
2
/
1
5
/
1
6

N

1
1
2
.
7

1
3
.
5

1
1
3
.
3

1
3
.
0

9
9
.
5

0
.
5

P
A
S
S
DC
-
4

1
2
/
1
5
/
1
6

D
C

1
1
3
.
0

1
2
.
9

1
1
3
.
3

1
3
.
0

9
9
.
7

-
0
.
1

P
A
S
S
ND
-
3
6

1
2
/
1
5
/
1
6

N

1
1
3
.
7

1
3
.
1

1
1
3
.
3

1
3
.
0

1
0
0
.
4

0
.
1

P
A
S
S
ND
-
3
7

1
2
/
1
5
/
1
6

N

1
1
1
.
9

1
2
.
9

1
1
3
.
3

1
3
.
0

9
8
.
8

-
0
.
1

P
A
S
S
ND
-
3
8

1
2
/
1
5
/
1
6

N

1
1
3
.
3

1
3
.
2

1
1
3
.
3

1
3
.
0

1
0
0
.
0

0
.
2

P
A
S
S
ND
-
3
9

1
2
/
1
5
/
1
6

N

1
1
0
.
7

1
3
.
5

1
1
3
.
3

1
3
.
0

9
7
.
7

0
.
5

P
A
S
S
ND
-
4
0

1
2
/
1
5
/
1
6

N

1
1
2
.
5

1
2
.
7

1
1
3
.
3

1
3
.
0

9
9
.
3

-
0
.
3

P
A
S
S
ND
-
4
1

1
2
/
1
5
/
1
6

N

1
1
2
.
3

1
3
.
0

1
1
3
.
3

1
3
.
0

9
9
.
1

0
.
0

P
A
S
S
ND
-
4
2

1
2
/
1
5
/
1
6

N

1
1
3
.
3

1
4
.
6

1
1
3
.
3

1
3
.
0

1
0
0
.
0

1
.
6

P
A
S
S
ND
-
4
3

1
2
/
1
5
/
1
6

N

1
1
2
.
6

1
5
.
2

1
1
3
.
3

1
3
.
0

9
9
.
4

2
.
2

P
A
S
S
ND
-
4
4

1
2
/
1
5
/
1
6

N

1
1
3
.
2

1
3
.
6

1
1
3
.
3

1
3
.
0

9
9
.
9

0
.
6

P
A
S
S
ND
-
4
5

1
2
/
1
5
/
1
6

N

1
1
3
.
1

1
4
.
5

1
1
3
.
3

1
3
.
0

9
9
.
8

1
.
5

P
A
S
S
ND
-
4
6

1
2
/
1
5
/
1
6

N

1
1
2
.
5

1
3
.
2

1
1
3
.
3

1
3
.
0

9
9
.
3

0
.
2

P
A
S
S
ND
-
4
7

1
2
/
1
5
/
1
6

N

1
1
0
.
5

1
2
.
9

1
1
3
.
3

1
3
.
0

9
7
.
5

-
0
.
1

P
A
S
S
ND
-
4
8

1
2
/
2
2
/
1
6

N

1
1
3
.
2

1
3
.
3

1
1
3
.
3

1
3
.
0

9
9
.
9

0
.
3

P
A
S
S
ND
-
4
9

1
2
/
2
2
/
1
6

N

1
1
3
.
0

1
3
.
8

1
1
3
.
3

1
3
.
0

9
9
.
7

0
.
8

P
A
S
S
ND
-
5
0

1
2
/
2
2
/
1
6

N

1
1
2
.
1

1
3
.
6

1
1
3
.
3

1
3
.
0

9
8
.
9

0
.
6

P
A
S
S
ND
-
5
1

1
2
/
2
2
/
1
6

N

1
1
0
.
1

1
4
.
4

1
1
3
.
3

1
3
.
0

9
7
.
2

1
.
4

P
A
S
S
ND
-
5
2

1
2
/
2
2
/
1
6

N

1
0
9
.
7

1
4
.
0

1
1
3
.
3

1
3
.
0

9
6
.
8

1
.
0

P
A
S
S
ND
-
5
3

1
2
/
2
2
/
1
6

N

1
1
2
.
2

1
3
.
9

1
1
3
.
3

1
3
.
0

9
9
.
0

0
.
9

P
A
S
S
ND
-
5
4

1
2
/
2
2
/
1
6

N

1
1
3
.
7

1
2
.
8

1
1
3
.
3

1
3
.
0

1
0
0
.
4

-
0
.
2

P
A
S
S
ND
-
5
5

1
2
/
2
2
/
1
6

N

1
1
2
.
9

1
3
.
1

1
1
3
.
3

1
3
.
0

9
9
.
6

0
.
1

P
A
S
S
ND
-
5
6

1
2
/
2
7
/
1
6

N

1
1
1
.
0

1
3
.
0

1
1
3
.
3

1
3
.
0

9
8
.
0

0
.
0

P
A
S
S
DC
-
5

1
2
/
2
7
/
1
6

D
C

1
1
0
.
4

1
2
.
7

1
1
3
.
3

1
3
.
0

9
7
.
4

-
0
.
3

P
A
S
S
ND
-
5
7

1
2
/
2
7
/
1
6

N

1
0
9
.
5

1
4
.
1

1
1
3
.
3

1
3
.
0

9
6
.
6

1
.
1

P
A
S
S
ND
-
5
8

1
2
/
2
7
/
1
6

N

1
1
2
.
3

1
3
.
0

1
1
3
.
3

1
3
.
0

9
9
.
1

0
.
0

P
A
S
S
ND
-
5
9

1
2
/
2
7
/
1
6

N

1
1
3
.
6

1
3
.
2

1
1
3
.
3

1
3
.
0

1
0
0
.
3

0
.
2

P
A
S
S
ND
-
6
0

1
2
/
2
7
/
1
6

N

1
1
3
.
9

1
3
.
6

1
1
3
.
3

1
3
.
0

1
0
0
.
5

0
.
6

P
A
S
S
ND
-
6
1

1
2
/
2
7
/
1
6

N

1
1
2
.
1

1
3
.
3

1
1
3
.
3

1
3
.
0

9
8
.
9

0
.
3

P
A
S
S
ND
-
6
2

1
2
/
2
7
/
1
6

N

1
1
0
.
7

1
4
.
8

1
1
3
.
3

1
3
.
0

9
7
.
7

1
.
8

P
A
S
S
ND
-
6
3

1
2
/
2
7
/
1
6

N

1
1
2
.
9

1
3
.
7

1
1
3
.
3

1
3
.
0

9
9
.
6

0
.
7

P
A
S
S
ND
-
6
4

1
2
/
2
7
/
1
6

N

1
1
3
.
3

1
4
.
7

1
1
3
.
3

1
3
.
0

1
0
0
.
0

1
.
7

P
A
S
S
SM
I
T
H

G
A
R
D
N
E
R
,

I
N
C
.
Re
c
o
r
d

T
e
s
t
s

2

o
f

3

J
C

C
&
D
L
F

S
t
r
u
c
t
u
r
a
l

F
i
l
l

S
u
m
m
a
r
y
.
x
l
s
Di
f
f
e
r
e
n
c
e
Op
t
i
m
u
m

F
r
o
m
Mo
i
s
t
u
r
e

M
a
x
i
m
u
m

M
o
i
s
t
u
r
e

O
p
t
i
m
u
m
Te
s
t

T
e
s
t

D
r
y

D
e
n
s
i
t
y
Co
n
t
e
n
t

D
r
y

D
e
n
s
i
t
y
Co
n
t
e
n
t

C
o
m
p
a
c
t
i
o
n

M
o
i
s
t
u
r
e
Nu
m
b
e
r
Da
t
e

M
e
t
h
o
d
*

(
p
c
f
)

(
%
)

(
p
c
f)

(
%
)

(
%
)

(
%
)

P
a
s
s
/
F
a
i
l
In
-
S
i
t
u

V
a
l
u
e
s

R
e
f
e
r
e
n
c
e

V
a
l
u
e
s
(A
S
T
M

D

6
9
8
)
Location/Comment
ND
-
6
5

1
2
/
2
7
/
1
6

N

1
1
2
.
1

1
3
.
8

1
1
3
.
3

1
3
.
0

9
8
.
9

0
.
8

P
A
S
S
ND
-
6
6

1
2
/
2
7
/
1
6

N

1
1
2
.
6

1
3
.
2

1
1
3
.
3

1
3
.
0

9
9
.
4

0
.
2

P
A
S
S
ND
-
6
7

1
2
/
2
8
/
1
6

N

1
1
1
.
8

1
4
.
4

1
1
3
.
3

1
3
.
0

9
8
.
7

1
.
4

P
A
S
S
DC
-
6

1
2
/
2
8
/
1
6

D
C

1
1
0
.
5

1
3
.
8

1
1
3
.
3

1
3
.
0

9
7
.
5

0
.
8

P
A
S
S
ND
-
6
8

1
2
/
2
8
/
1
6

N

1
1
1
.
2

1
2
.
8

1
1
3
.
3

1
3
.
0

9
8
.
1

-
0
.
2

P
A
S
S
ND
-
6
9

1
2
/
2
8
/
1
6

N

1
1
1
.
3

1
5
.
0

1
1
3
.
3

1
3
.
0

9
8
.
2

2
.
0

P
A
S
S
ND
-
7
0

1
2
/
2
8
/
1
6

N

1
1
3
.
1

1
3
.
2

1
1
3
.
3

1
3
.
0

9
9
.
8

0
.
2

P
A
S
S
ND
-
7
1

1
2
/
2
8
/
1
6

N

1
1
4
.
4

1
5
.
0

1
1
3
.
3

1
3
.
0

1
0
1
.
0

2
.
0

P
A
S
S
ND
-
7
2

1
2
/
2
8
/
1
6

N

1
1
2
.
4

1
2
.
5

1
1
3
.
3

1
3
.
0

9
9
.
2

-
0
.
5

P
A
S
S
ND
-
7
3

1
2
/
2
8
/
1
6

N

1
1
0
.
8

1
3
.
3

1
1
3
.
3

1
3
.
0

9
7
.
8

0
.
3

P
A
S
S
DC
-
7

1
2
/
2
8
/
1
6

D
C

1
1
0
.
7

1
2
.
5

1
1
3
.
3

1
3
.
0

9
7
.
7

-
0
.
5

P
A
S
S
ND
-
7
4

1
2
/
2
8
/
1
6

N

1
1
3
.
3

1
3
.
1

1
1
3
.
3

1
3
.
0

1
0
0
.
0

0
.
1

P
A
S
S
ND
-
7
5

1
2
/
2
8
/
1
6

N

1
1
3
.
5

1
4
.
0

1
1
3
.
3

1
3
.
0

1
0
0
.
2

1
.
0

P
A
S
S
ND
-
7
6

1
2
/
2
9
/
1
6

N

1
1
3
.
3

1
2
.
8

1
1
3
.
3

1
3
.
0

1
0
0
.
0

-
0
.
2

P
A
S
S
ND
-
7
7

1
2
/
2
9
/
1
6

N

1
1
2
.
9

1
3
.
7

1
1
3
.
3

1
3
.
0

9
9
.
6

0
.
7

P
A
S
S
ND
-
7
8

1
2
/
2
9
/
1
6

N

1
0
9
.
2

1
4
.
6

1
1
3
.
3

1
3
.
0

9
6
.
4

1
.
6

P
A
S
S
ND
-
7
9

1
2
/
2
9
/
1
6

N

1
1
0
.
9

1
4
.
0

1
1
3
.
3

1
3
.
0

9
7
.
9

1
.
0

P
A
S
S
ND
-
8
0

1
2
/
2
9
/
1
6

N

1
1
2
.
7

1
3
.
8

1
1
3
.
3

1
3
.
0

9
9
.
5

0
.
8

P
A
S
S
DC
-
8

1
2
/
2
9
/
1
6

D
C

1
1
1
.
7

1
3
.
7

1
1
3
.
3

1
3
.
0

9
8
.
6

0
.
7

P
A
S
S
*N
o
t
e
:

N

=

N
u
c
l
e
a
r
;

S
C

=

S
a
n
d

C
o
n
e
;

D
C

=

D
r
i
v
e

C
y
l
i
n
d
e
r
;

R
B

=

R
u
b
b
e
r

B
a
l
l
o
o
n
To
t
a
l
s
:
Nu
m
b
e
r

o
f

T
e
s
t
s

=

8
8
Mi
n
.

P
e
r
c
e
n
t

C
o
m
p
a
c
t
i
o
n

=

9
5
.
1

M
i
n
.
M
o
i
s
t
u
r
e

(
%

o
f

O
p
t
.
)

=

-
3
.
3
Ma
x
.

P
e
r
c
e
n
t

C
o
m
p
a
c
t
i
o
n

=

1
0
1
.
0

M
a
x
.

M
o
i
s
t
u
r
e

(
%

o
f

O
p
t
.
)

=

2
.
2
Av
g
.

P
e
r
c
e
n
t

C
o
m
p
a
c
t
i
o
n

=

9
8
.
7

A
v
g
.

M
o
i
s
t
u
r
e

(
%

o
f

O
p
t
.
)

=

0
.
1
SM
I
T
H

G
A
R
D
N
E
R
,

I
N
C
.
Re
c
o
r
d

T
e
s
t
s

3

o
f

3

J
C

C
&
D
L
F

S
t
r
u
c
t
u
r
a
l

F
i
l
l

S
u
m
m
a
r
y
.
x
l
s

22
0
0

W
e
s
t
i
n
g
h
o
u
s
e

B
l
v
d
.
,

S
u
i
t
e

1
0
3

•

R
a
l
e
i
g
h
,

N
C

2
7
6
0
4

•

P
h
o
n
e

(
9
1
9
)

8
7
6
-
0
4
0
5

•

F
a
x

(
9
1
9
)

8
7
6
-
0
4
6
0

•

w
w
w
.
g
e
o
t
e
c
h
n
i
c
s
.
n
e
t

Sm
i
t
h

&

G
a
r
n
d
e
r
20
1
6
-
8
1
9
Re
p or
t

N
u
m
b
e
r

:
Ge
o
t
e
c
h
n
i
c
s

R
e
p re
s
e
n
t
a
t
i
v
e

:
Pa
g e
:

1

o
f

1
Da
t
e

(s ) :
R
e v i e w e d B
y :
Da
t
e

:

1
/
2
5
/
1
7
Co
n
t
r
a
c
t
o
r

:

Bo
r
r
o
w

S
o
u
r
c
e

:
1
C
A
T

S
i
n
g le

S
m
o
o
t
h

D
r
u
m

V
i
b
r
a
t
o
r
y R
o
l
l
e
r
,

1

C
A
T

S
i
n
g le

S
h
e
e
p sf
o
o
t

R
o
l
l
e
r
MD
D

p cf

O
p t.

%
M
WD

(p
cf
)
%
M

D
D

(p
cf
)
%
C

%

R
e
q .
ND
-

5
6

3
0
9
9

-
2
"

6
"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
5
.
4

1
3
.
0

1
1
1
.
0

9
7
.
9
%

9
5
.
0
%
DC
-

5

3
0
9
9

-
2
"

6
"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
4
.
5

1
2
.
7

1
1
0
.
4

9
7
.
5
%

9
5
.
0
%
ND
-

5
7

3
1
0
3

-
2
"

6
"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
4
.
9

1
4
.
1

1
0
9
.
5

9
6
.
6
%

9
5
.
0
%
ND
-

5
8

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
6
.
9

1
3
.
0

1
1
2
.
3

9
9
.
1
%

9
5
.
0
%
ND
-

5
9

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
8
.
6

1
3
.
2

1
1
3
.
6

1
0
0
.
3
%

9
5
.
0
%
ND
-

6
0

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
9
.
4

1
3
.
6

1
1
3
.
9

1
0
0
.
5
%

9
5
.
0
%
ND
-

6
1

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
7
.
0

1
3
.
3

1
1
2
.
1

9
8
.
9
%

9
5
.
0
%
ND
-

6
2

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
7
.
1

1
4
.
8

1
1
0
.
7

9
7
.
7
%

9
5
.
0
%
ND
-

6
3

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
8
.
4

1
3
.
7

1
1
2
.
9

9
9
.
7
%

9
5
.
0
%
ND
-

6
4

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
9
.
9

1
4
.
7

1
1
3
.
3

1
0
0
.
0
%

9
5
.
0
%
ND
-

6
5

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
7
.
6

1
3
.
8

1
1
2
.
1

9
9
.
0
%

9
5
.
0
%
ND
-

6
6

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
7
.
5

1
3
.
2

1
1
2
.
6

9
9
.
4
%

9
5
.
0
%
ND
-

6
7

3
0
9
7

-
2
"

6
"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
7
.
9

1
4
.
4

1
1
1
.
8

9
8
.
7
%

9
5
.
0
%
DC
-

6

3
0
9
7

-
2
"

6
"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
5
.
7

1
3
.
8

1
1
0
.
5

9
7
.
5
%

9
5
.
0
%
ND
-

6
8

3
1
0
1

-
2
"

6
"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
5
.
4

1
2
.
8

1
1
1
.
2

9
8
.
1
%

9
5
.
0
%
ND
-

6
9

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
8
.
0

1
5
.
0

1
1
1
.
3

9
8
.
2
%

9
5
.
0
%
ND
-

7
0

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
8
.
0

1
3
.
2

1
1
3
.
1

9
9
.
8
%

9
5
.
0
%
ND
-

7
1

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
13
1
.
6

1
5
.
0

1
1
4
.
4

1
0
1
.
0
%

9
5
.
0
%
ND
-

7
2

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
0
12
6
.
5

1
2
.
5

1
1
2
.
4

9
9
.
2
%

9
5
.
0
%
ND
-

7
3

S
l
o
p eN
A
6"

S
F
-
0
1

1
1
3
.
3

1
3
.
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58
1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Smith and Gardner
Johnston County Landfill
2016-819
Report Number :
Date (s) :
Test Information
Test Number :DC-5 DC-6 DC-7 DC-8
Nuclear Test Number :ND-56 ND-67 ND-73 ND-80
Location:3099 3097 Slope Slope
Depth (ft):6"6"6"6"
Date :12/27/16 12/28/16 12/28/16 12/29/17
Cylinder ID 1 1 1 1
Weight of Cylinder (lbs.)1.32 1.32 1.32 1.32
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.) 5.43 5.47 5.43 5.51
Wt. of Cylinder (lbs.)1.32 1.32 1.32 1.32
Wt. of WS 4.11 4.15 4.11 4.19
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 2222
Wt. of Tare & WS (gm)505.64 479.30 504.16 480.20
Wt. of Tare & DS (gm)469.30 443.50 468.50 444.60
Wt. of Tare (gm)184.20 184.20 184.20 184.20
Wt. of Water (gm)36.34 35.80 35.66 35.60
Wt. of DS (gm)285.10 259.30 284.30 260.40
Wet Density (pcf):124.5 125.7 124.5 127.0
Moisture Content (%):12.7 13.8 12.5 13.7
Dry Density (pcf):110.4 110.5 110.7 111.7
Client:
Project Name :
Project Number :
SFFDR-06
12/27/2016-12/29/2016
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
Geotechnics Representative :Jeremy Shaw
PROJECT TITLE:
DRAWING TITLE:
REV.DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER:DRAWING NUMBER:
DATE:
G:
\
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P
M
SEAL
SEAL
SMITHGARDNER
ENGINEERS
+
14 N. Boylan Avenue, Raleigh NC 27603
NC LIC. NO. C-0828 (ENGINEERING)
919.828.0577
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied.  Any reuse or
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written authorization of Smith Gardner, Inc., will be at the sole
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electronic files and the signed and sealed hard copies, the hard
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provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
© 2016 Smith Gardner, Inc.
JOHNSTON COUNTY
NORTH CAROLINA
DEPARTMENT OF
SOLID WASTE SERVICES

JOHNSTON COUNTY
C&D LANDFILL AREA 2 CELL 2
& MISCELLANEOUS
SITE IMPROVEMENTS

AREA 2 CELL 2
COMPOSITE LINER
GRADING PLAN AND
LEACHATE COLLECTION PLAN

P.K.S.
T.R.S.
P.K.S.
JOHN 15-6
AS SHOWN
MAY 2016
JOHN-D0717
4 S3
1 11/16 ISSUED FOR CONSTRUCTION

CONSTRUCTION
ISSUED FOR
DocuSign Envelope ID: D4671CF5-87F6-40CE-A4D1-3B1862A46375
11/3/2016

Appendix E
Interface Shear Strength Data

Construction Quality Assurance Report
Johnston County C&D Landfill - Area 2 Cell 2
Smithfield, North Carolina
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.

Appendix F
GCL CQA Data

Construction Quality Assurance Report
Johnston County C&D Landfill - Area 2 Cell 2
Smithfield, North Carolina
COMPANY CONFIDENTIAL
The following information is provided on a confidential basis with a request for such.
Corporate Office/East Coast West Coast Manufacturing Facility Geotextile/Fabric/Fiber
Manufacturing Facility Manufacturing Facility
Address: 500 Garrison Road 2000 E. Newland Drive 181 Highway 521
Georgetown, South Carolina Fernley, Nevada 89408 Andrews, South Carolina 29510
Area of Site:120 Acres 41 Acres 115 Acres
Area of Factory: 122,000 f2 82,000 f2 Manufacturing, 35,000 f2 Warehouse 142,000 f2
Equipment: Line 1 Geomembrane Extruder Line 1 Geomembrane Extruder Line 1 Nonwoven Geotextile Machine
Line 2 Geomembrane Extruder Line 2 Nonwoven Geotextile Machine
Line 3 Geomembrane Extruder Line 3 Nonwoven Geotextile Machine
Line 4 Geomembrane Extruder
Line 2 Geomembrane Extruder
Line 3 Geomembrane Extruder
Line 4 Geomembrane Extruder
Pipe Extruder- 1
Line 4 Coating Line Machine
Line 5 Geonet/Geocomposite Extruder/Lamination Weld Rod Extruders- 8 lines Line 5 Fiber Spinning Line
Line 6 Geomembrane Extruder Line 6 NGR Machine
Line 7 Concrete Protective Liner Extruder
Line 8 Geosynthetic Clay Liner Machine
Pipe Extruder-1
Welding Rod Extruders – 8 lines
Personnel: 98 24 52
Production Capacity: Total USA – 272,520,000 lbs/year
Laboratory: Fully equipped Geosynthetic Research Institute
accredited laboratory for 17 ASTM test methods relating to the geomembrane production.
Paul W. Barker, Technical Director Date: December 12, 2013
Agru GeoClay NN66
Geotextile Component
Geotextile Property Test Method Minimum Average Roll Value
Upper Nonwoven, Mass/Unit Area, oz/yd2(g/m2) ASTM D5261 6.0 (200)
Lower Nonwoven, Mass/Unit Area, oz/yd2(g/m2) ASTM D5261 6.0 (200)
Bentonite Property1 Test Method Minimum Average Roll Value
Swell Index, ml/2 g min ASTM D5890 24
Moisture Content, % ASTM D4643 12% max
Fluid Loss, ml ASTM D5891 18 max
Finished GCL Property Test Method Minimum Average Roll Value
Bentonite, Mass/Unit Area2, lb/ft2 (kg/m2) ASTM D5993 0.75 (3.6)
Tensile Strength3, lb/in (N/cm) ASTM D6768 50 (87)
Peel Strength3 lb/in (N/cm) ASTM D6496 3.5 (6.1)
Hydraulic Conductivity4 cm/sec max ASTM D5887 5 x 10-9
Index Flux4 m3/m2/sec max ASTM D5887 1 x 10-8
Internal Shear Strength5 psf (kPa) ASTM D6243 500 (24) Typical
Supply Information
Roll Size Width
ft m
Length
ft m
Area
ft2 m2
15.5 4.7 150 45.7 2,325 216
Notes:
(1) Bentonite properties tests performed at a bentonite processing facility prior to shipment to GCL production facility.
(2) Reported at 0% moisture
(3) Tensile strength testing performed in MD using ASTM D 6768.
(4) Deaired, deionized water @5 psi maximum effective confining stress and 2 psi head pressure.
(5) Specimens are hydrated for 24 hours and sheared at 200 psf. Represent typical peak value.
Rolls weigh approximately 2,600 lbs, are supplied with two straps and wound on a 4.75" core.
All information, recommendations and suggestions appearing in this literature concerning the use of our products are based upon tests and data believed to be
reliable; however, it is the user’s responsibility to determine the suitability for their own use of the products described herein. Since the actual use by others is beyond
our control, no guarantee or warranty of any kind, expressed or implied, is made by Agru /America as to the effects of such use or the results to be obtained, nor does
Agru /America assume any liability in connection herewith. Any statement made herein may not be absolutely complete since additional information may be necessary
or desirable when particular or exceptional conditions or circumstances exist or because of applicable laws or government regulations. Nothing herein is to be
construed as permission or as a recommendation to infringe any patent.
500 Garrison Road, Georgetown, South Carolina 29440 [phone] [phone] Fax: [phone]
email: [e-mail] www.agruamerica.com
© Agru America, Inc. 11.14
Frequency
200,000 sf
200,000 sf
Test Method
100,000 lb
100,000 lb
100,000 lb
Test Method
40,000 sf
40,000 sf
40,000 sf
1/week
1/week
Periodically
Executive Offices: 500 Garrison Road, Georgetown, SC 29440  843 546-0600  800 321-1379 
Sales Office: 700 Rockmead, Suite 150, Kingwood, TX 77339  281 358-4741  800 373-2478 
Email: [e-mail]
16 June 2016
JOB NAME: JOHNSTON COUNTY C&D
SMITHFIELD, NC
CLARIFICATIONS
DIRECT SHEAR IS A SITE SPECIFIC DESIGN TEST. AS SUCH, AGRU CANNOT GUARANTEE OR CERTIFY
TO RESULTS ON AN INDIVIDUAL PROJECT BASIS. WE CAN PROVIDE SAMPLES AT NO CHARGE FOR
TESTING AT A THIRD PARTY LAB, BUT CANNOT RELEASE MATERIAL FOR SHIPMENT UNTIL TESTING IS
COMPLETED AND APPROVED.
GCL – SECTION 02776
GEOCLAY NN66-7S (5.3 LB PEEL):
Table 2 – We conduct internal shear strength periodically at a single pressure. If additional
testing is required, it will be performed by a third party at additional cost.

Technology in Plastics
Executive Offices: 500 Garrison Road, Georgetown, SC 29440  843 546-0600  800 321-1379  Fax [phone] Sales Office: 700 Rockmead, Suite 150, Kingwood, TX 77339  281 358-4741  800 373-2478  Fax [phone] Email: [e-mail]

Handling & Storage of Liner Rolls

Based on our experience the following are basic guideline for the handling and storage of geomembrane rolls, which, if
properly implemented, will mitigate risk of damages during handling & storage. The following practices constitute our recommendations only, and do not rise to the level of any warranty from Agru America.

Handling

• Prior to unloading, and during deployment, care must be taken that the equipment to
be used to unload or handle the material at the jobsite is adequate for the task.
• Rolls should not be moved any more than necessary to avoid possible damage.
• When moving rolls, ensure that the roll is elevated enough to avoid scraping the roll
on the ground.
• When removing rolls from a container, care shall be taken so as not to scrape the roll
against the top, bottom or sides of the container.
• Care should be taken to avoid damage to the core ends.

Storage

• A roll storage space should be provided in a location or locations close to the area to
be lined to minimize additional handling.
• The storage area should be protected from puncture, theft, vehicular traffic,
vandalism, chemical exposure, excessive heat and other hazards which might create
a source of potential damage to the liner.
• The surface on which the liner will rest should be a flat, rigid, prepared surface free
of debris & sharp objects (Do NOT store liner on top of wooden pallets).
• If available, geotextile should be placed under the liner rolls to cushion & protect
them.
• Rolls should not be stacked more than 5 high.
• The ends of cardboard cored rolls should be capped, or taped with weather-resistant
tape. If capped, secure the caps with suitable adhesive weather – resistant tape.
• Rolls both ends of a stack should be chocked. Make sure the chocks are large
enough to perform the task, and do not dig in to the rolls.
• If Long Term: If rolls must be stored (exposed to UV) for longer than 5 years, they
should be covered by a UV resistant material. This covering should be replaced as
necessary.
• If Long Term: Provide secure, UV resistant (indoor) storage for the slings that were
provided during shipment.
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3
BENTONITE
CERTIFICATE OF ANALYSIS 2016
TO: AGRU AMERICA
500 Garrison Rd
Georgetown, SC 29440
A shipment of NATIONAL® GRANULAR 30 Tests Conducted By: DKW
Left our plant on 6/14/2016 Approved By: DKW
In railcar CRDX 11183
Order Number
Weight of railcar 95.92
A sample from this shipment was tested, and gave the following results:
TEST METHOD REQ. SPECIFICATION
A (50 Tons)B (50 Tons)
MOISTURE ASTM D 2216 12.0% MAX. 9.0 11.0
%+20 MESH ASTM C 136 15 MAX 0.03 0.07
%- 200 MESH ASTM C 136 10 MAX. 3.02 2.95
FLUID LOSS ASTM D 5891 18.0 MAX. 12.0 12.6
FREE SWELL ASTM D 5890 25 MIN. 30 31
We hereby certify that the results shown above represent this shipment.
Tests were conducted using BENTONITE PERFORMANCE MINERALS LLC and/or customer
approved laboratory procedures.
Product made in the U.S.A.
E-Mail:Denise Sherman ([e-mail])CC:Thomas Anderson Q.A. SUPERVISOR
David Helms ([e-mail]) Jason Tawse Don Staley
Maria Coffey ([e-mail])File 06/16/16
Grant Palmer ([e-mail])
Mary knowlin ([e-mail])
ACTUAL RESULTS
BENTONITE PERFORMANCE MINERALS LLC
554 US HWY 212
COLONY PLANT
BELLE FOURCHE, SD 57717
903348090
BENTONITE
CERTIFICATE OF ANALYSIS 2016
TO: AGRU AMERICA
500 Garrison Rd
Georgetown, SC 29440
A shipment of NATIONAL® GRANULAR 30 Tests Conducted By: BAM
Left our plant on 6/19/2016 Approved By: BAM
In railcar CRDX 11110
Order Number
Weight of railcar 96.20
A sample from this shipment was tested, and gave the following results:
TEST METHOD REQ. SPECIFICATION
A (50 Tons)B (50 Tons)
MOISTURE ASTM D 2216 12.0% MAX. 7.1 7.8
%+20 MESH ASTM C 136 15 MAX 0.10 0.03
%- 200 MESH ASTM C 136 10 MAX. 5.75 3.49
FLUID LOSS ASTM D 5891 18.0 MAX. 13.2 13.2
FREE SWELL ASTM D 5890 25 MIN. 30 28
We hereby certify that the results shown above represent this shipment.
Tests were conducted using BENTONITE PERFORMANCE MINERALS LLC and/or customer
approved laboratory procedures.
Product made in the U.S.A.
E-Mail:Denise Sherman ([e-mail])CC:Thomas Anderson Q.A. SUPERVISOR
David Helms ([e-mail]) Jason Tawse Don Staley
Maria Coffey ([e-mail])File 11/02/16
Grant Palmer ([e-mail])
Mary knowlin ([e-mail])
ACTUAL RESULTS
BENTONITE PERFORMANCE MINERALS LLC
554 US HWY 212
COLONY PLANT
BELLE FOURCHE, SD 57717
903348088

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Project Name: Johnston County C&D Landfill Area 2 Cell 2
Project Number: JOHNSTON-15-6
Contractor: ES&J Enterprises, Inc.Storage Area: Area 2 Cell 1
Geosynthetics Installer: Hallaton, Inc.Inventory Monitor(s): BSH
Geosynthetic Material Type: Geosynthetic Clay Liner (GCL)
Geosynthetic Product Identification: Agru America GeoClay NN66-7S
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks(Feet) (Feet) Sample No.
G16G010722 903348090A 150 15.5 Yes L16144-04-01 PASS
G16G010723 903348090A 150 15.5 Yes
G16G010724 903348090A 150 15.5 Yes
G16G010725 903348090A 150 15.5 Yes
G16G010726 903348090A 150 15.5 Yes
G16G010727 903348090A 150 15.5 Yes
G16G010728 903348090A 150 15.5 Yes
G16G010729 903348090A 150 15.5 Yes
G16G010730 903348090A 150 15.5 Yes
G16G010731 903348090A 150 15.5 Yes
G16G010732 903348090A 150 15.5 Yes
G16G010733 903348090A 150 15.5 Yes
G16G010734 903348090A 150 15.5 YesG16G010735 903348090A 150 15.5 Yes
G16G010736 903348090A 150 15.5 YesG16G010737 903348090A 150 15.5 Yes
G16G010738 903348090A 150 15.5 Yes
G16G010739 903348090A 150 15.5 Yes
G16G010740 903348090A 150 15.5 Yes
G16G010741 903348090A 150 15.5 Yes
G16G010742 903348090A 150 15.5 Yes
G16G010743 903348090B 150 15.5 Yes
G16G010744 903348090B 150 15.5 Yes
G16G010745 903348090B 150 15.5 Yes
G16G010746 903348090B 150 15.5 Yes
G16G010747 903348090B 150 15.5 Yes
G16G010748 903348090B 150 15.5 Yes
G16G010749 903348090B 150 15.5 Yes
G16G010750 903348090B 150 15.5 Yes
G16G010751 903348090B 150 15.5 Yes
G16G010752 903348090B 150 15.5 Yes
G16G010753 903348090B 150 15.5 Yes
G16G010754 903348090B 150 15.5 Yes
G16G010755 903348090B 150 15.5 Yes
G16G010756 903348090B 150 15.5 Yes
G16G010757 903348090B 150 15.5 Yes
G16G010758 903348090B 150 15.5 Yes
G16G010759 903348090B 150 15.5 YesG16G010760 903348090B 150 15.5 Yes
G16G010761 903348090B 150 15.5 Yes
GEOSYNTHETICS INVENTORY LOG
GEOSYNTHETIC CLAY LINER (GCL)
Material DimensionsMaterial
SMITH GARDNER, INC.
GCL
Page 1 of 3 JC C&DLF A2 C2 GS Inventory Log 2016-11-15.xls
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
Material DimensionsMaterial
G16G010762 903348090B 150 15.5 Yes
G16G010763 903348090B 150 15.5 Yes
G16G010765 903348090B 150 15.5 Yes
G16G010766 903348090B 150 15.5 Yes L16144-04-02 PASS
G16G010767 903348090B 150 15.5 Yes
G16G010768 903348090B 150 15.5 Yes
G16G010768 903348090B 150 15.5 Yes
G16G010770 903348090B 150 15.5 Yes
G16G010771 903348090B 150 15.5 Yes
G16G010772 903348090B 150 15.5 Yes
G16G010773 903348090B 150 15.5 Yes
G16G010774 903348090B 150 15.5 Yes
G16G010775 903348090B 150 15.5 Yes
G16G010776 903348090B 150 15.5 Yes
G16G010777 903348090B 150 15.5 Yes
G16G010778 903348090B 150 15.5 Yes
G16G010779 903348090B 150 15.5 Yes
G16G010780 903348090B 150 15.5 Yes
G16G010781 903348090B 150 15.5 Yes
G16G010782 903348090B 150 15.5 Yes
G16G010783 903348090B 150 15.5 Yes
G16G010784 903348090B 150 15.5 YesG16G010785 903348090B 150 15.5 Yes
G16G010786 903348090B 150 15.5 YesG16G010787 903348090B 150 15.5 Yes
G16G010788 903348090B 150 15.5 Yes
G16G010789 903348090B 150 15.5 Yes
G16G010790 903348090B 150 15.5 Yes
G16G010791 903348090B 150 15.5 Yes
G16G010792 903348090B 150 15.5 Yes
G16G010793 903348090B 150 15.5 Yes
G16G010794 903348088A 150 15.5 Yes
G16G010795 903348088A 150 15.5 Yes
G16G010796 903348088A 150 15.5 Yes
G16G010797 903348088A 150 15.5 Yes
G16G010798 903348088A 150 15.5 Yes
G16G010799 903348088A 150 15.5 Yes
G16G010800 903348088A 150 15.5 Yes L16144-06-01 PASS
G16G010801 903348088A 150 15.5 Yes
G16G010802 903348088A 150 15.5 Yes
G16G010803 903348088A 150 15.5 Yes
G16G010804 903348088A 150 15.5 Yes
G16G010805 903348088A 150 15.5 Yes
G16G010806 903348088A 150 15.5 Yes
G16G010807 903348088A 150 15.5 Yes
G16G010843 903572148A 150 15.5 Yes
G16G010844 903572148A 150 15.5 YesG16G010845 903572148A 150 15.5 Yes L16144-04-03 PASS
G16G010846 903572148A 150 15.5 YesG16G010847 903572148A 150 15.5 Yes
SMITH GARDNER, INC.
GCL
Page 2 of 3 JC C&DLF A2 C2 GS Inventory Log 2016-11-15.xls
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
Material DimensionsMaterial
Totals:
Total Rolls: 90
Total Lots: 4Total SF: 209,250
SMITH GARDNER, INC.
GCL
Page 3 of 3 JC C&DLF A2 C2 GS Inventory Log 2016-11-15.xls

Appendix G
Geomembrane CQA Data

Construction Quality Assurance Report
Johnston County C&D Landfill - Area 2 Cell 2
Smithfield, North Carolina
COMPANY CONFIDENTIAL
The following information is provided on a confidential basis with a request for such.
Corporate Office/East Coast West Coast Manufacturing Facility Geotextile/Fabric/Fiber
Manufacturing Facility Manufacturing Facility
Address: 500 Garrison Road 2000 E. Newland Drive 181 Highway 521
Georgetown, South Carolina Fernley, Nevada 89408 Andrews, South Carolina 29510
Area of Site:120 Acres 41 Acres 115 Acres
Area of Factory: 122,000 f2 82,000 f2 Manufacturing, 35,000 f2 Warehouse 142,000 f2
Equipment: Line 1 Geomembrane Extruder Line 1 Geomembrane Extruder Line 1 Nonwoven Geotextile Machine
Line 2 Geomembrane Extruder Line 2 Nonwoven Geotextile Machine
Line 3 Geomembrane Extruder Line 3 Nonwoven Geotextile Machine
Line 4 Geomembrane Extruder
Line 2 Geomembrane Extruder
Line 3 Geomembrane Extruder
Line 4 Geomembrane Extruder
Pipe Extruder- 1
Line 4 Coating Line Machine
Line 5 Geonet/Geocomposite Extruder/Lamination Weld Rod Extruders- 8 lines Line 5 Fiber Spinning Line
Line 6 Geomembrane Extruder Line 6 NGR Machine
Line 7 Concrete Protective Liner Extruder
Line 8 Geosynthetic Clay Liner Machine
Pipe Extruder-1
Welding Rod Extruders – 8 lines
Personnel: 98 24 52
Production Capacity: Total USA – 272,520,000 lbs/year
Laboratory: Fully equipped Geosynthetic Research Institute
accredited laboratory for 17 ASTM test methods relating to the geomembrane production.
Paul W. Barker, Technical Director Date: December 12, 2013
Thickness (nominal ), mil (mm)
Thickness (min avg), mil (mm)
Thickness (min 8 of 10), mil (mm)
Thickness (lowest individual), mil (mm)
ASTM D5994
Minimum Average Values
40 (1.0) 60 (1.5)80 (2.0)
57 (1.43)76 (1.9)
54 (1.35) 72 (1.8)
51 (1.28) 68 (1.7)
Density, g/cc, maximum ASTM D792, Method B 0.939 0.939 0.939 0.939
ASTM D6693, Type IV
2 in/minute
Tensile Properties (both directions)
Strength @ Break, lb/in width (N/mm)
Elongation @ Break, % (GL=2.0in) 400
Tear Resistance, lbs. (N),ASTM D1004 60 (267)
Puncture Resistance, lbs. (N) ASTM D4833 115 (512)
Carbon Black Content, % (range)ASTM D4218 2 - 3
Carbon Black Dispersion (Category) ASTM D5596
Oxidative Induction Time, minutes ASTM D3895, 200°C, 1 atm O2 ≥140 ≥140 ≥140 ≥140
Linear Low Density Polyethylene
MicroSpike® Liner
Product Data
Property
Supply Information (Standard Roll Dimensions)
Thickness Width Length Area (approx.)
mil mm ft m ft m ft2 m2
30 .75 23 7 930
980
283
298
21,390
22,540
1,987
2,094
40 1.0 23 7 710
760
216
231
16,330
17,478
1,517
1,623
60 1.5 23 7 505
530
154
161
11,615
12,190
1,079
1,132
80 2.0 23 7 385
400
117
122
8,855
9,200
822
854
100 2.5 23 7 310
325
94
99
7,130
7,475
662
694
© Agru America, Inc. 11.14
500 Garrison Road, Georgetown, South Carolina 29440 843-546-0600 800-373-2478 Fax: [phone]
email: [e-mail] www.AgruAmerica.com
Note:
All information, recommendations and suggestions appearing in this literature concerning the use of our products are based upon tests and data believed to be reliable; however, it is the users responsibility to determine the suitability for their own use of the products described herein. Since the actual use by others is beyond our control, no guarantee or warranty of any kind, expressed or implied, is made by Agru America as to the effects of such use or the results to be obtained, nor does Agru America assume any liability in connection herewith. Any statement made herein may not be absolutelycomplete since additional information may be necessary or desirable when particular or exceptional conditions or circumstances exist or because of applicable laws or government regulations. Nothing herein is to be construed as permission or as a recommendation to infringe any patent.
Only near spherical agglomerates: 10 views Cat.1 or 2
Agru America’s geomembranes are certified to pass Low Temp. Brittleness via ASTM D746 (-80°C), Dimensional Stability via ASTM D1204 (±2% @ 100°C).
Oven Aging and UV Resistance are tested per GRI GM 17. These product specifications meet or exceed GRI’s GM17.
Frequency
Per Roll
200,000 lb
20,000 lb
45,000 lb
45,000 lb
20,000 lb
45,000 lb
200,000 lb
Test Method
90 (2.25)
85 (2.13)
Double-Sided
Single-Sided
Double-Sided
Single-Sided
Double-Sided
Single-Sided
Double-Sided
Single-Sided
Double-Sided
Single-Sided
95 (2.38)
100 (2.5)
280 (49)
400
224 (39.2)
400
112 (19.6)
400
168 (29.4)
50 (222)
90 (400)
2 - 3
36 (160)
70 (310)
2 - 3
25 (111)
50 (222)
2 - 3
Average roll weight is 3,900 lbs (1,770 kg). All rolls are supplied with two slings. Rolls are wound on a 6" core. Special length available upon request. Roll
length and width have a tolerance of ±1%. The weight values may change due to project specifications (i.e. absolute minimum thickness or special length) or shipping requirments (i.e. international contanerized shipments).
36 (0.90)
34 (0.85)
38 (0.95)
Asperity Height, mil (mm) ASTM D7466 2nd Roll 20 (0.51) 20 (0.51) 18 (0.46) 18 (0.46)
Executive Offices: 500 Garrison Road, Georgetown, SC 29440  843 546-0600  800 321-1379 
Sales Office: 700 Rockmead, Suite 150, Kingwood, TX 77339  281 358-4741  800 373-2478 
Email: [e-mail]
16 June 2016
JOB NAME: JOHNSTON COUNTY C&D
SMITHFIELD, NC
CLARIFICATIONS
DIRECT SHEAR IS A SITE SPECIFIC DESIGN TEST. AS SUCH, AGRU CANNOT GUARANTEE OR CERTIFY
TO RESULTS ON AN INDIVIDUAL PROJECT BASIS. WE CAN PROVIDE SAMPLES AT NO CHARGE FOR
TESTING AT A THIRD PARTY LAB, BUT CANNOT RELEASE MATERIAL FOR SHIPMENT UNTIL TESTING IS
COMPLETED AND APPROVED.
GEOMEMBRANE – SECTION 02778
40 MIL LLDPE MICROSPIKE LDMSDS040BBBEG:
No clarifications.
Executive Offices: 500 Garrison Road, Georgetown, SC 29440  843 546-0600  800 321-1379 Fax 843
546-0516 Sales Office: 800 Rockmead, Suite 122, Kingwood, TX 77339  281 358-4741 800 373-2478  Fax 281
358-5297 Email: [e-mail]
06 October 2016
Hallaton Environmental Linings
Hallaton Environmental Linings (Hallaton) is a well established lining installation company
within the Geosynthetic Industry.
Agru America, Inc. has worked successfully with Hallaton over the years on multiple projects
where Hallaton has successfully installed our HDPE and LLDPE Microspike® and Smooth
Liner® material. Hallaton is familiar with approved installation procedures and has been given
full access to all of our standard MQA and CQ procedures, manuals and data sheets.
Nathan Ivy Corporate Quality Control/Technical Manager
Agru America
This is to confirm that all extrudate manufactured by Agru America,
Inc. made from the same resin used to manufacture the LLDPE
Geomembrane. The two products have the same physical properties
and Agru certifies that the LLDPE Geomembrane and LLDPE
extrudate are compatible with one another.
Paul W. Barker Date: October 10, 2014
Technical Director
WELDING ROD CERTIFICATE OF CONFORMITY
Welding Rod Thickness :
Lot Number :
Material:
Carbon Black Content :
ASTM D4218
Melt Flow Index :
Cond. E
ASTM D1238
Specific Gravity :
ASTM D792 / D1505
190ºC / 2160g
%
g / 10min
g / cm³
Test
Results
2.25
.34
.936
5mm
CAA810800 SAMPLE FOR SUBMITTAL
Chevron 7104 LL
CUSTOMER :
P. O. # :
DESTINATION :
Signature :
Date :
Mgr., Quality Control Department
Carbon Black Dispersion:
ASTM D-5596
Category Cat 1
7/1/10
WELDROD.FRM
REV 043/16/01
Technology in Plastics
Executive Offices: 500 Garrison Road, Georgetown, SC 29440  843 546-0600  800 321-1379  Fax [phone]
Sales Office: 700 Rockmead, Suite 150, Kingwood, TX 77339  281 358-4741  800 373-2478  Fax [phone]
Email: [e-mail]
Liner Deployment, Wheeled Vehicles/ATVs.
Agru America Inc. approves the use of low ground pressure vehicles for the deployment of
all geosynthetic materials over the surface of Agru’s LLDPE Geomembranes. This
deployment method will not affect the Geomembrane integrity or Agru’s material warranty
provided the following precautions are taken to minimize direct contact with the Geomembrane:
•Care should be taken to minimize abrupt stops, turns and any other aggressive
maneuvering which would cause damage to the Geomembrane.
•Care should be taken to keep the treads free from stones and mud.
•Care should be taken to operate the vehicle at a safe speed.
•The Geomembrane should be inspected per the project quality requirements prior to the
covering with subsequent layers.
•Low ground pressure vehicles should be not be used for personnel transportation across
the Geomembrane surface.

Technology in Plastics
Executive Offices: 500 Garrison Road, Georgetown, SC 29440  843 546-0600  800 321-1379  Fax [phone] Sales Office: 700 Rockmead, Suite 150, Kingwood, TX 77339  281 358-4741  800 373-2478  Fax [phone] Email: [e-mail]

Handling & Storage of Liner Rolls

Based on our experience the following are basic guideline for the handling and storage of geomembrane rolls, which, if
properly implemented, will mitigate risk of damages during handling & storage. The following practices constitute our recommendations only, and do not rise to the level of any warranty from Agru America.

Handling

• Prior to unloading, and during deployment, care must be taken that the equipment to
be used to unload or handle the material at the jobsite is adequate for the task.
• Rolls should not be moved any more than necessary to avoid possible damage.
• When moving rolls, ensure that the roll is elevated enough to avoid scraping the roll
on the ground.
• When removing rolls from a container, care shall be taken so as not to scrape the roll
against the top, bottom or sides of the container.
• Care should be taken to avoid damage to the core ends.

Storage

• A roll storage space should be provided in a location or locations close to the area to
be lined to minimize additional handling.
• The storage area should be protected from puncture, theft, vehicular traffic,
vandalism, chemical exposure, excessive heat and other hazards which might create
a source of potential damage to the liner.
• The surface on which the liner will rest should be a flat, rigid, prepared surface free
of debris & sharp objects (Do NOT store liner on top of wooden pallets).
• If available, geotextile should be placed under the liner rolls to cushion & protect
them.
• Rolls should not be stacked more than 5 high.
• The ends of cardboard cored rolls should be capped, or taped with weather-resistant
tape. If capped, secure the caps with suitable adhesive weather – resistant tape.
• Rolls both ends of a stack should be chocked. Make sure the chocks are large
enough to perform the task, and do not dig in to the rolls.
• If Long Term: If rolls must be stored (exposed to UV) for longer than 5 years, they
should be covered by a UV resistant material. This covering should be replaced as
necessary.
• If Long Term: Provide secure, UV resistant (indoor) storage for the slings that were
provided during shipment.
Cust:Hallaton, Inc.Doc#: 34155
PO#:P8926 Johnston Co. LF-ES & J Ent.
Dest:Smithfield, NC
13 rolls 40LL micro (750)
90 rolls NN66 (150)
roll # width length area check weld rod qty (if ordered) wgt resin lot #
ft. ft. ft². lbs.
G16B002511 23 750 17,250 40LL micro 13tot 1 3597 1ft. strip CGB811770
G16B002512 23 750 17,250 40LL micro 13tot 2 3594 CGB811770
G16B002513 23 750 17,250 40LL micro 13tot 3 3593 CGB811770
G16B002515 23 750 17,250 40LL micro 13tot 4 3584 CGB811770
G16B002516 23 750 17,250 40LL micro 13tot 5 3587 CGB811770
G16B002517 23 750 17,250 40LL micro 13tot 6 3593 1ft. strip CGB811770
G16B002520 23 750 17,250 40LL micro 13tot 7 3565 CGB811770
G16B002521 23 750 17,250 40LL micro 13tot 8 3547 CGB811770
G16B002522 23 750 17,250 40LL micro 13tot 9 3547 CGB811770
G16B002523 23 750 17,250 40LL micro 13tot 10 3542 CGB811770
G16B002524 23 750 17,250 40LL micro 13tot 11 3544 1ft. strip CGB811770
G16B002525 23 750 17,250 40LL micro 13tot 12 3542 CGB811770
G16B002526 23 750 17,250 40LL micro 13tot 13 3539 CGB811770
224,250
100k 1ft.xW Geotechnics (F9W458) UPS Ground
English
HALLATON Johnston Co. LF-ES & J Ent., Smithfield, NC doc 34155 list (13m).xls Page 1

40 LL MICROSPIKECGB811770G16B002511ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
179
.934
.36
2.6
10 in Category 1
93
11921
Asperity
ASTM D7466
Top
Bottom
30
30
mil
mil
Grade:7104
3060
2969
448
555
30
27120.1
413.7
7/4/2016
psi
psi
ppiMDN/mm 12221Average Strength @ Break
%
MD
TD
MD
TD
lbs.N133.4
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.76
.76
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:38
MAX:46
AVE:40
1.0
1.2
1.0
mm
mm
mm

40 LL MICROSPIKECGB811770G16B002512ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
179
.934
.36
2.6
10 in Category 1
93
11921
Asperity
ASTM D7466
Top
Bottom
29
30
mil
mil
Grade:7104
3060
2969
448
555
30
27120.1
413.7
7/4/2016
psi
psi
ppiMDN/mm 12221Average Strength @ Break
%
MD
TD
MD
TD
lbs.N133.4
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.74
.76
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:38
MAX:42
AVE:40
1.0
1.1
1.0
mm
mm
mm

40 LL MICROSPIKECGB811770G16B002513ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
179
.934
.36
2.6
10 in Category 1
93
11921
Asperity
ASTM D7466
Top
Bottom
30
29
mil
mil
Grade:7104
3060
2969
448
555
30
27120.1
413.7
7/4/2016
psi
psi
ppiMDN/mm 12221Average Strength @ Break
%
MD
TD
MD
TD
lbs.N133.4
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.76
.74
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:38
MAX:44
AVE:40
1.0
1.1
1.0
mm
mm
mm

40 LL MICROSPIKECGB811770G16B002515ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
179
.934
.36
2.5
10 in Category 1
93
11921
Asperity
ASTM D7466
Top
Bottom
25
28
mil
mil
Grade:7104
3060
2969
448
555
30
27120.1
413.7
7/4/2016
psi
psi
ppiMDN/mm 12221Average Strength @ Break
%
MD
TD
MD
TD
lbs.N133.4
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.64
.71
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:38
MAX:44
AVE:42
1.0
1.1
1.1
mm
mm
mm

40 LL MICROSPIKECGB811770G16B002523ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
179
.930
.36
2.6
10 in Category 1
89
12322
Asperity
ASTM D7466
Top
Bottom
30
30
mil
mil
Grade:7104
3282
3078
512
564
31
31137.9
395.9
7/5/2016
psi
psi
ppiMDN/mm 13123Average Strength @ Break
%
MD
TD
MD
TD
lbs.N137.9
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.76
.76
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:37
MAX:47
AVE:41
.9
1.2
1.1
mm
mm
mm

40 LL MICROSPIKECGB811770G16B002524ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
179
.930
.36
2.6
10 in Category 1
89
12322
Asperity
ASTM D7466
Top
Bottom
31
32
mil
mil
Grade:7104
3282
3078
512
564
31
31137.9
395.9
7/5/2016
psi
psi
ppiMDN/mm 13123Average Strength @ Break
%
MD
TD
MD
TD
lbs.N137.9
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.79
.81
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:37
MAX:42
AVE:39
.9
1.1
1.0
mm
mm
mm

40 LL MICROSPIKECGB811770G16B002525ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
179
.930
.36
2.5
10 in Category 1
89
12322
Asperity
ASTM D7466
Top
Bottom
29
31
mil
mil
Grade:7104
3282
3078
512
564
31
31137.9
395.9
7/5/2016
psi
psi
ppiMDN/mm 13123Average Strength @ Break
%
MD
TD
MD
TD
lbs.N137.9
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.74
.79
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:37
MAX:40
AVE:38
.9
1.0
1.0
mm
mm
mm

40 LL MICROSPIKECGB811770G16B002526ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
179
.930
.36
2.5
10 in Category 1
89
12322
Asperity
ASTM D7466
Top
Bottom
30
33
mil
mil
Grade:7104
3282
3078
512
564
31
31137.9
395.9
7/5/2016
psi
psi
ppiMDN/mm 13123Average Strength @ Break
%
MD
TD
MD
TD
lbs.N137.9
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.76
.84
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:37
MAX:42
AVE:39
.9
1.1
1.0
mm
mm
mm
Product: PE 7104 BULK
Lot Number: CGB811770 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.36 g/10mi
HLMI ASTM D1238 14.64 g/10mi
Pellet Count ST-905 31 pel/g
Production date 20160224
Density D1505 or D4883 0.919 g/cm3____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
KEVIN AYRES
QUALITY ASSURANCE SUPERINTENDENT
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 02/27/2016
Delivery #: 89216671
Page 1 of 1
PO #: 010115
Weight: 189250 LB
Ship Date: 02/27/2016
Package: BULK
Mode: Hopper Car
Car #: NAHX620006
Seal No: 29602
Shipped To:
Certificate of Analysis

June 17, 2015
Grant Palmer
Agru America
500 Garrison Road
Georgetown, SC 29440

Dear Grant:

This letter is to report the final results of oven-aging and UV-aging tests (according to GRI-GM13 and
GRI-GM17) on Agru America black sheet samples that you provided to us recently. These tests were
performed by CPChem’s Materials Evaluation Laboratory in Bartlesville, OK. The tests were completed
June 2015.

The GRI-GM13 (HDPE) and GRI-GM17 (LLDPE) durability tests were done according to the following
procedures.

Test Exposure Method
HP-OIT 150 °C, 500 psi oxygen D5885
Oven Aging 90 days, 85 °C D5721
UV Aging 1600 UV hrs (Conditions were 20 hours UVA-340 at 75 °C followed by 4 hrs
dark with condensation at 60 °C. Irradiance was 0.72 W/m2 at 340 nm.)
D7238

Oven-Aging Results

Sample Initial HP-
OIT (min)
HP-OIT Value
after Oven Aging
90 Days (min)
% HP-OIT
Retained after
Oven Aging 90
Days
GRI-GM13 and
GRI-GM17% Retained
Requirement
(Oven Aging 90 Days)
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

883

83

80
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

422

82

60

Yingying Lu, Ph.D., Geomembrane Technical Service & Applications Development
Highways 60 & 123, Bartlesville Research and Technology Center, Room 149 PTC
Bartlesville, OK 74003
918-977-6894 [e-mail] Fax: [phone]  www.cpchem.com

YL 06/17/15
Page 2
UV-Aging Results

Sample
Initial HP-
OIT (min)
HP-OIT Value after
UV Aging (min)
% HP-OIT
Retained
GRI-GM13 and GRI-
GM17 % Retained
Requirement
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

930

87

50
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

351

69

35

According to these test results, the durability requirements are met.

If you have any questions, please call me at 918-977-6894.

Sincerely,
Yingying Lu, Ph. D.
Polyethylene Technical Service and Applications Development

Any technical advice, recommendations, results, or analysis ("Information") contained herein, including, without limitation,
Information as it may relate to the selection of a specific product ("Product") for your use and application, is given without warranty
or guarantee and is accepted at your sole risk. It is imperative that you test the Information (and Product, if applicable) to
determine to your own satisfaction whether the Information (and Product, if applicable) are suitable for your intended use and
application. You expressly assume, and release Chevron Phillips Chemical Company, from all risk and liability, whether
based in contract, tort or otherwise, in connection with the use of, or results obtained from, such Information (and
Product, if applicable).

TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Material: 40 mil. Microspike LLDPE Geomembrane Resin: Chevron Marlex 7104 LLDPE
Roll Number: 303112-13 Resin Lot #: CCN811900
TRI Log #: E2375-24-04
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
2% Secant Modulus (ASTM D 5323)
MD 2% Secant Modulus (psi) 34530 33311 37457 36861 40240 36480 2696
MD 2% Secant Modulus (lb/in) 1744 1782 1794 1773 1887 1796 54
TD 2% Secant Modulus (psi) 44698 44751 47500 37885 49374 44842 4360
TD 2% Secant Modulus (lb/in) 2007 2099 2109 1769 2355 2068 211
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Project:GRI GM17 compliance 2010
Material: AGRU 40 mil Microspike LLDPE Geomembrane
Roll #: 319110.10 (Chevron 7104 LLDPE resin lot CAA810800)
TRI Log #: E2341-52-07
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Multi-axial Tensile (ASTM D 5617)Test Method A: Centerpoint Deflection Versus Pressure
Thickness (mils)43 43 40 42 2
Maximum Stress (psi)1765 1558 1643 1655 104
% Elongation @ Rupture (%)76.9 76.3 81.6 78.3 2.9 30 min
Failure Description H-CAT MDT MDT
N-EF N-EF N-EF
MDT A tear in the machine direction.
TDT A tear in the transverse direction.
H Circular or elliptical hole in the specimen.
H-CAT Circular or elliptical hole in an area where the material has significantly necked down
or thinned. The large thinned area resembles a pupil of a cat eye.
N-EF No edge failure
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
Cust:Hallaton, Inc.Doc#: 34155
PO#:P8926 Johnston Co. LF-ES & J Ent.
Dest:Smithfield, NC
13 rolls 40LL micro (750)
90 rolls NN66 (150)
roll # width length area check weld rod qty (if ordered) wgt resin lot #
ft. ft. ft². lbs.
100k 1ft.xW Geotechnics (F9W458) UPS Ground
English
G16C000291 23 750 17,250 40LL micro 13tot 9 3908 CGA810670
G16C000389 23 750 17,250 40LL micro 13tot 10 3758 CGA810700
G16B001583 23 750 17,250 40LL micro 13tot 11 3731 CGC811290
G16B002129 23 750 17,250 40LL micro 13tot 12 3569 CGE810240
G16B003632 23 750 17,250 40LL micro 13tot 13 3490 CGH811720
224,250
total for order
HALLATON Johnston Co. LF-ES & J Ent., Smithfield, NC doc 34155 list (13m).xls Page 1

40 LL MICROSPIKECGA810670G16C000291ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
173
.933
.25
2.2
10 in Category 1
92
11520
Asperity
ASTM D7466
Top
Bottom
39
38
mil
mil
Grade:7104
3317
2867
443
551
31
27120.1
409.2
2/7/2016
psi
psi
ppiMDN/mm 13323Average Strength @ Break
%
MD
TD
MD
TD
lbs.N137.9
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.99
.97
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:40
MAX:42
AVE:41
1.0
1.1
1.0
mm
mm
mm

40 LL MICROSPIKECGA810700G16C000389ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
185
.934
.37
2.3
10 in Category 1
89
12522
Asperity
ASTM D7466
Top
Bottom
35
36
mil
mil
Grade:7104
3322
3134
431
563
32
31137.9
395.9
2/17/2016
psi
psi
ppiMDN/mm 13323Average Strength @ Break
%
MD
TD
MD
TD
lbs.N142.3
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.89
.91
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:36
MAX:43
AVE:40
.9
1.1
1.0
mm
mm
mm

40 LL MICROSPIKECGC811290G16B001583ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
183
.933
.36
2.6
10 in Category 1
95
13123
Asperity
ASTM D7466
Top
Bottom
32
32
mil
mil
Grade:7104
3120
3269
464
545
33
30133.0
424.4
5/4/2016
psi
psi
ppiMDN/mm 12522Average Strength @ Break
%
MD
TD
MD
TD
lbs.N146.8
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.81
.81
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:36
MAX:48
AVE:40
.9
1.2
1.0
mm
mm
mm

40 LL MICROSPIKECGE810240G16B002129ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
211
.936
.35
2.5
10 in Category 1
95
12522
Asperity
ASTM D7466
Top
Bottom
25
31
mil
mil
Grade:7104
3286
3116
448
530
36
36160.1
421.2
6/9/2016
psi
psi
ppiMDN/mm 13123Average Strength @ Break
%
MD
TD
MD
TD
lbs.N159.2
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.64
.79
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:39
MAX:48
AVE:42
1.0
1.2
1.1
mm
mm
mm

40 LL MICROSPIKECGH811720G16B003632ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
228.603
7.01
1.02
750
23
199
.937
.34
2.5
10 in Category 1
87
13223
Asperity
ASTM D7466
Top
Bottom
27
30
mil
mil
Grade:7104
3233
3301
407
564
33
31137.9
387.0
9/19/2016
psi
psi
ppiMDN/mm 12923Average Strength @ Break
%
MD
TD
MD
TD
lbs.N146.8
Hallaton, Inc.
P8926 Johnston Co. LF-ES & J Ent.
Smithfield, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.69
.76
OA#:34155
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:37
MAX:46
AVE:39
.9
1.2
1.0
mm
mm
mm
Product: PE 7104 BULK
Lot Number: CGA810670 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.34 g/10mi
HLMI ASTM D1238 15.19 g/10mi
Pellet Count ST-905 33 pel/g
Production date 20160111
Density D1505 or D4883 0.918 g/cm3____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
KEVIN AYRES
QUALITY ASSURANCE SUPERINTENDENT
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 01/16/2016
Delivery #: 89192703
Page 1 of 1
PO #: 010019
Weight: 188400 LB
Ship Date: 01/16/2016
Package: BULK
Mode: Hopper Car
Car #: PSPX001238
Seal No: 43004
Shipped To:
Certificate of Analysis
Product: PE 7104 BULK
Lot Number: CGA810700 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.35 g/10mi
HLMI ASTM D1238 14.69 g/10mi
Pellet Count ST-905 32 pel/g
Production date 20160111
Density D1505 or D4883 0.918 g/cm3____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
KEVIN AYRES
QUALITY ASSURANCE SUPERINTENDENT
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 01/16/2016
Delivery #: 89192697
Page 1 of 1
PO #: 010019
Weight: 192800 LB
Ship Date: 01/16/2016
Package: BULK
Mode: Hopper Car
Car #: CPCX814678
Seal No: 43011
Shipped To:
Certificate of Analysis
Product: PE 7104 BULK
Lot Number: CGC811290 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.36 g/10mi
HLMI ASTM D1238 14.07 g/10mi
Pellet Count ST-905 33 pel/g
Production date 20160320
Density D1505 or D4883 0.919 g/cm3____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
KEVIN AYRES
QUALITY ASSURANCE SUPERINTENDENT
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 04/13/2016
Delivery #: 89242535
Page 1 of 1
PO #: 10307
Weight: 185350 LB
Ship Date: 04/13/2016
Package: BULK
Mode: Hopper Car
Car #: SHPX464220
Seal No: 52590
Shipped To:
Certificate of Analysis
Product: PE 7104 BULK
Lot Number: CGE810240 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.35 g/10mi
HLMI ASTM D1238 13.65 g/10mi
Pellet Count ST-905 30 pel/g
Production date 20160505
Density D1505 or D4883 0.918 g/cm3____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
KEVIN AYRES
QUALITY ASSURANCE SUPERINTENDENT
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 05/06/2016
Delivery #: 89255009
Page 1 of 1
PO #: 010398
Weight: 184350 LB
Ship Date: 05/06/2016
Package: BULK
Mode: Hopper Car
Car #: CPCX814699
Seal No: 57010
Shipped To:
Certificate of Analysis
Product:
MARLEX 7104 POLYETHYLENE in Bulk
Lot Number: CGH811720 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.34 g/10mi
HLMI ASTM D1238 13.80 g/10mi
Pellet Count ST-905 34 pel/g
Production date 20160826
Density D1505 or D4883 0.919 g/cm3____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
KEVIN AYRES
QUALITY ASSURANCE SUPERINTENDENT
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 09/01/2016
Delivery #: 89320831
Page 1 of 1
PO #: 010725
Weight: 189650 LB
Ship Date: 09/01/2016
Package: BULK
Mode: Hopper Car
Car #: PSPX007146
Seal No: 49479
Shipped To:
Certificate of Analysis

June 17, 2015
Grant Palmer
Agru America
500 Garrison Road
Georgetown, SC 29440

Dear Grant:

This letter is to report the final results of oven-aging and UV-aging tests (according to GRI-GM13 and
GRI-GM17) on Agru America black sheet samples that you provided to us recently. These tests were
performed by CPChem’s Materials Evaluation Laboratory in Bartlesville, OK. The tests were completed
June 2015.

The GRI-GM13 (HDPE) and GRI-GM17 (LLDPE) durability tests were done according to the following
procedures.

Test Exposure Method
HP-OIT 150 °C, 500 psi oxygen D5885
Oven Aging 90 days, 85 °C D5721
UV Aging 1600 UV hrs (Conditions were 20 hours UVA-340 at 75 °C followed by 4 hrs
dark with condensation at 60 °C. Irradiance was 0.72 W/m2 at 340 nm.)
D7238

Oven-Aging Results

Sample Initial HP-
OIT (min)
HP-OIT Value
after Oven Aging
90 Days (min)
% HP-OIT
Retained after
Oven Aging 90
Days
GRI-GM13 and
GRI-GM17% Retained
Requirement
(Oven Aging 90 Days)
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

883

83

80
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

422

82

60

Yingying Lu, Ph.D., Geomembrane Technical Service & Applications Development
Highways 60 & 123, Bartlesville Research and Technology Center, Room 149 PTC
Bartlesville, OK 74003
918-977-6894 [e-mail] Fax: [phone]  www.cpchem.com

YL 06/17/15
Page 2
UV-Aging Results

Sample
Initial HP-
OIT (min)
HP-OIT Value after
UV Aging (min)
% HP-OIT
Retained
GRI-GM13 and GRI-
GM17 % Retained
Requirement
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

930

87

50
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

351

69

35

According to these test results, the durability requirements are met.

If you have any questions, please call me at 918-977-6894.

Sincerely,
Yingying Lu, Ph. D.
Polyethylene Technical Service and Applications Development

Any technical advice, recommendations, results, or analysis ("Information") contained herein, including, without limitation,
Information as it may relate to the selection of a specific product ("Product") for your use and application, is given without warranty
or guarantee and is accepted at your sole risk. It is imperative that you test the Information (and Product, if applicable) to
determine to your own satisfaction whether the Information (and Product, if applicable) are suitable for your intended use and
application. You expressly assume, and release Chevron Phillips Chemical Company, from all risk and liability, whether
based in contract, tort or otherwise, in connection with the use of, or results obtained from, such Information (and
Product, if applicable).

TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Material: 40 mil. Microspike LLDPE Geomembrane Resin: Chevron Marlex 7104 LLDPE
Roll Number: 303112-13 Resin Lot #: CCN811900
TRI Log #: E2375-24-04
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
2% Secant Modulus (ASTM D 5323)
MD 2% Secant Modulus (psi) 34530 33311 37457 36861 40240 36480 2696
MD 2% Secant Modulus (lb/in) 1744 1782 1794 1773 1887 1796 54
TD 2% Secant Modulus (psi) 44698 44751 47500 37885 49374 44842 4360
TD 2% Secant Modulus (lb/in) 2007 2099 2109 1769 2355 2068 211
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Project:GRI GM17 compliance 2010
Material: AGRU 40 mil Microspike LLDPE Geomembrane
Roll #: 319110.10 (Chevron 7104 LLDPE resin lot CAA810800)
TRI Log #: E2341-52-07
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Multi-axial Tensile (ASTM D 5617)Test Method A: Centerpoint Deflection Versus Pressure
Thickness (mils)43 43 40 42 2
Maximum Stress (psi)1765 1558 1643 1655 104
% Elongation @ Rupture (%)76.9 76.3 81.6 78.3 2.9 30 min
Failure Description H-CAT MDT MDT
N-EF N-EF N-EF
MDT A tear in the machine direction.
TDT A tear in the transverse direction.
H Circular or elliptical hole in the specimen.
H-CAT Circular or elliptical hole in an area where the material has significantly necked down
or thinned. The large thinned area resembles a pupil of a cat eye.
N-EF No edge failure
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]

Project Name: Johnston County C&D Landfill Area 2 Cell 2
Project Number: JOHNSTON-15-6
Contractor: ES&J Enterprises, Inc.Storage Area: Area 2 Cell 1
Geosynthetics Installer: Hallaton, Inc.Inventory Monitor(s): BSH
Geosynthetic Material Type: 40-Mil LLDPE Geomembrane (Textured)
Geosynthetic Product Identification: Agru America 40 mil LLDPE MicroSpike
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks(Feet) (Feet) Sample No.
G16B002511 CGB811770 750 23 Yes L16144-05-01 PASS
G16B002512 CGB811770 750 23 Yes
G16B002513 CGB811770 750 23 Yes
G16B002515 CGB811770 750 23 Yes
G16B002523 CGB811770 750 23 Yes L16144-05-03 PASS
G16B002524 CGB811770 750 23 Yes
G16B002525 CGB811770 750 23 Yes
G16B002526 CGB811770 750 23 Yes
G16C000291 CGA810670 750 23 Yes L16173-01-04 PASS
G16C000389 CGA810700 750 23 Yes L16173-01-05 PASS
G16B001583 CGC811290 750 23 Yes L16173-01-01 PASS
G16B002129 CGE810240 750 23 Yes L16173-01-02 PASS
G16B003632 CGH811720 750 23 Yes L16173-01-03 PASS
Totals:
Total Rolls: 13
Total Lots: 1
Total SF: 224,250
GEOSYNTHETICS INVENTORY LOG
40-MIL LLDPE GEOMEMBRANE (TEXTURED)
Material Material Dimensions
SMITH GARDNER, INC.
40-Mil LLDPE-T
Page 1 of 1 JC C&DLF A2 C2 GS Inventory Log 2016-11-15.xls

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8
5
0
/
5
0
0
110
10
4
3

1
/
1
8
/
1
7

5
:
1
0

7
1

x
-
2
2

J
V

5
5
0
/
5
0
0
120
12
3

1
1
8

1
2
6
2

1
/
1
8
/
1
7

1
:
1
0

7
1

M
#
2
0

A
O

8
5
0
/
5
5
0
1/
1
9
/
1
7

1
1
:
3
0

5
4
6

1
/
1
9
/
1
7

1
1
:
3
5

5
4
AO

8
5
0
/
6
0
0
106 104
99
54

1
/
1
9
/
1
7

1
1
:
0
9

5
4

8
5
0
/
6
0
0
10
1/
1
9
/
1
7

5
:
0
2

6
1
8
98
12
3
10
9

1
0
9

1
0
8

1
0
9
98

1
0
7

1
0
1

9
9
99

1
0
8

1
0
1
12
2

1
0
9

1
1
5

1
1
5
11
9
Ge
o
m
e
m
b
r
a
n
e

F
i
e
l
d

T
r
i
a
l

S
e
a
m

L
o
g
Pr
o
j
e
c
t

N
o
.
:

1
6
5
3
-
1
9
2
1
6

M
a
t
e
r
i
a
l
:
Sm
i
t
h
f
i
e
l
d

N
C
.
Se
a
m

S
t
r
e
n
g
t
h
LL
D
P
E
Pr
o
j
e
c
t

N
a
m
e
:
St
a
r
t

D
a
t
e
:

1
/
1
8
/
1
7
11
5

1
1
0
1
5
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail Tech ID
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
SM/SM
M#
5
4

F
T

8
5
0
/
5
5
0
PDL
11
1

1
1
5
10
9
Remarks
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
4
3
2
1
We
d
g
e

E
x
t
r
u
d
e
r
2
1

1
/
1
8
/
1
7

1
:
0
0

7
1
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Jo
h
n
s
t
o
n

C
O

L
F
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:
We
l
d
e
r

I
D
S
a
m
p
l
e

#
Da
t
e

T
i
m
e
A
m
b
i
e
n
t

T
e
m
p
.
Extrusion:
Fu
s
i
o
n
:
5
4
3
1/
1
9
/
1
7

4
:
1
8

6
1
7
AS

5
5
0
/
5
0
0
x-
9
55
0
/
5
0
0
111
11
1

1
1
7

9
9

D
L
SM/SM DL
1/
2
0
/
1
7

2
:
3
5

5
0
11
M#
3
2

A
O

8
5
0
/
6
0
0
1/
2
0
/
1
7

7
:
1
0

5
0
9
P
x-
2
2

J
V
P
11
7
10
4

1
0
7
11
9

1
1
1
P
1/
2
0
/
1
7

2
:
3
5

5
0

M
#
5
4

F
T

8
5
0
/
6
0
0

1
1
2

1
1
4

1
1
1

9
9

1
0
5
P
90
55
0
/
5
0
0
TX/TX
Ha
l
l
a
t
o
n

-

J
o
h
n
s
t
o
n

C
O

L
F

-

F
i
n
a
l

Q
C

L
o
g
s
1
Pe
e
l
:

5
0

P
e
e
l
:

4
4
40

m
i
l

T
h
i
c
k
n
e
s
s

S
h
e
a
r
:

6
0

S
h
e
a
r
:

6
0

Ge
o
m
e
m
b
r
a
n
e

F
i
e
l
d

T
r
i
a
l

S
e
a
m

L
o
g
Pr
o
j
e
c
t

N
o
.
:

1
6
5
3
-
1
9
2
1
6

M
a
t
e
r
i
a
l
:
Sm
i
t
h
f
i
e
l
d

N
C
.
Se
a
m

S
t
r
e
n
g
t
h
LL
D
P
E
Pr
o
j
e
c
t

N
a
m
e
:
St
a
r
t

D
a
t
e
:

1
/
1
8
/
1
7
1
5
Pe
e
l

(p
p
i
)

IN
/
O
U
T
Sh
e
a
r

(p
p
i
)

Pass Fail Tech ID
Pr
o
j
e
c
t

S
e
a
m

R
e
q
u
i
r
e
m
e
n
t
s
Remarks
M
a
c
h
i
n
e
O
p
e
r
a
t
o
r
4
3
2
1
We
d
g
e

E
x
t
r
u
d
e
r
2
Te
m
p
/

Sp
e
e
d

ºF
/
f
p
m

(o
r

%m
a
x
)
Ba
r
r
e
l
/

Pr
e
h
e
a
t

ºF
/
º
F
Jo
h
n
s
t
o
n

C
O

L
F
Pr
o
j
e
c
t

L
o
c
a
t
i
o
n
:
We
l
d
e
r

I
D
S
a
m
p
l
e

#
Da
t
e

T
i
m
e
A
m
b
i
e
n
t

T
e
m
p
.
Extrusion:
Fu
s
i
o
n
:
5
4
3
98

9
5

1
0
1

9
2

8
8
81

8
5

8
2

8
9

8
6
79

1
0
1

8
3

8
5

8
8
88

8
1

8
9

8
2

8
6
81

8
1

8
9

8
3

8
5
96

8
8

8
0

9
1

8
7
80

9
8

9
1

8
9

8
5
90

8
1

8
8

9
9

9
4
81

8
6

7
9

9
3

8
6
99

7
9

8
6

8
3

8
8
86

8
8

9
0

8
7

9
2
86

9
4

8
8

9
3

9
0
83

9
2

7
8

9
1

9
7
103
11
5

1
2
1

1
1
8

1
0
6
P
98

9
5

9
3

1
0
0

9
7
P

D
P
D

T
X
/
T
X
11
1

1
1
8

1
0
2

1
1
0

1
0
7
P

D
P

T
X
/
T
X
DL

T
X
/
T
X
DP

S
M
/
S
M
12
0
1

C
P

7
5
0
/
8
5
0
P 100
10
4

1
1
5
PDP

S
M
/
S
M
99

1
0
3
12
0
1

C
P

7
5
0
/
8
5
0
11
3
75
0
/
8
5
0
12

x
-
2
2

J
V

5
5
0
/
5
0
0
1/
2
1
/
1
7

9
:
3
0

5
1
1:
3
0

5
0
12
0
1

C
P
75
0
/
8
5
0
PDP
10
1

1
1
4
10
9

1
1
8

1
0
4
15

1
/
2
9
/
1
7

7
:
3
5

4
5
1/
2
8
/
1
7
11
6
1/
2
8
/
1
7

7
:
3
0

5
0
1413
12
0
1

C
P
10
1
10
6
SM/SM PDP
16

1
/
2
9
/
1
7

1
2
:
3
0

5
1
115
1/
3
1
/
1
7

7
:
3
0

4
5

#
0
0
7

J
M

4
5
0
/
5
0
0
#0
0
7

J
M

4
5
0
/
5
0
0
SM/SM
21
10
5

1
0
2

1
1
2
P

D
P

T
X
/
T
X
11
8

1
0
8
#0
0
7

J
M

4
5
0
/
5
0
0
20

1
/
3
1
/
1
7

1
:
0
0

5
1
19
1/
3
0
/
1
7

7
:
3
0

4
7
1817
1/
3
0
/
1
7

1
:
0
0

5
0
#0
0
7

J
M
10
2
13
0

1
1
1
TX/TX
45
0
/
5
0
0
PDP 106
22
10
6

1
0
1

1
0
9
12
5

1
0
7
11
0
Ha
l
l
a
t
o
n

-

J
o
h
n
s
t
o
n

C
O

L
F

-

F
i
n
a
l

Q
C

L
o
g
s
2
1653-19216 Material:
Johnston CO LF
1/18/17
Smithfield NC. 40 mil

1/18/17 P1 1:03 SLOPE 291 22.5 145 3262.5
1/18/17 P2 1:06 SLOPE 291 22.5 157 3532.5
1/18/17 P3 1:09 SLOPE 291 22.5 160 3600
1/18/17 P4 1:14 SLOPE 291 22.5 172 3870
1/18/17 P5 1:51 SLOPE 2129 22.5 172 3870
1/18/17 P6 1:59 SLOPE 2129 22.5 183 4117.5
1/18/17 P7 2:06 SLOPE 2129 22.5 193 4342.5
1/18/17 P8 3:08 SLOPE 2129 22.5 184 4140
1/18/17 P9 3:38 SLOPE 2523 22.5 187 4207.5
1/18/17 P10 3:48 SLOPE 2523 22.5 189 4252.5
1/19/17 P11 11:25 SLOPE 2523 22.5 196 4410
1/19/17 P12 11:30 SLOPE 2523 22.5 145 3262.5
1/19/17 P13 11:35 SLOPE 291 22.5 52 1170
1/19/17 P14 12:45 SLOPE 2515 22.5 177 3982.5
1/19/17 P15 12:48 SLOPE 2515 7 95 665
1/19/17 P16 12:52 SLOPE 2515 22.5 207 4657.5
1/19/17 P17 12:58 SLOPE 2515 22.5 213 4792.5
1/19/17 P18 1:10 SLOPE 2525 22.5 212 4770
1/19/17 P19 1:17 SLOPE 2525 22.5 212 4770
1/19/17 P20 1:25 SLOPE 2525 22.5 213 4792.5
1/19/17 P21 1:31 SLOPE 2525 22.5 94 2115
1/19/17 P22 1:40 SLOPE 2511 22.5 120 2700
1/19/17 P23 1:45 SLOPE 2511 22.5 214 4815
1/19/17 P24 4:00 SLOPE 2511 22.5 133 2992.5
1/19/17 P25 4:05 SLOPE 2511 22.5 110 2475
1/19/17 P26 4:07 SLOPE 2511 22.5 68 1530
1/19/17 P27 4:10 SLOPE 2511 22.5 31 697.5
1/20/17 P28 2:25 SLOPE 2524 22.5 207 4657.5
1/20/17 P29 2:28 SLOPE 2524 22.5 205 4612.5
1/20/17 P30 2:35 SLOPE 2524 22.5 203 4567.5
Panel Location Width (FT)
Project No.:
Date
Deployed
Time
DeployedPanel No.Length
(FT)Roll No.
Project Location:
Panel Placement Log
Project Start Date:
LLDPE
Project Name:
Area
(SQ FT)
1653-19216 Material:
Johnston CO LF
1/18/17
Smithfield NC. 40 mil

Panel Location Width (FT)
Project No.:
Date
Deployed
Time
DeployedPanel No.Length
(FT)Roll No.
Project Location:
Panel Placement Log
Project Start Date:
LLDPE
Project Name:
Area
(SQ FT)
1/20/17 P31 2:46 SLOPE 1583 22.5 201 4522.5
1/20/17 P32 2:52 SLOPE 1583 22.5 200 4500
1/20/17 P33 2:58 SLOPE 1583 22.5 136 3060
1/20/17 P34 3:02 SLOPE 1583 22.5 54 1215
1/20/17 P35 3:30 SLOPE 1583 5 30 150
1/20/17 P36 4:13 SLOPE 2512 22.5 201 4522.5
1/20/17 P37 4:18 SLOPE 2512 22.5 203 4567.5
1/28/17 P38 3:00 SLOPE 389 22.5 207 4657.5
1/28/17 P39 4:08 SLOPE 389 22.5 206 4635
1/28/17 P40 4:45 SLOPE 389 22.5 209 4702.5
1/28/17 P41 5:25 SLOPE 3632 22.5 212 4770
1/28/17 P42 5:45 SLOPE 3632 22.5 213 4792.5
1/28/17 P43 6:10 SLOPE 3632 22.5 212 4770
1/29/17 P44 8:00 SLOPE 2513 22.5 181 4072.5
1/29/17 P45 8:45 SLOPE 2513 22.5 141 3172.5
1/29/17 P46 9:30 SLOPE 2513 22.5 104 2340
1/29/17 P47 9:50 SLOPE 2513 22.5 71 1597.5
1/29/17 P48 10:10 SLOPE 2513 22.5 39 877.5
1/29/17 P49 10:40 SLOPE 2513 22.5 45 1012.5
1/29/17 P50 10:45 SLOPE 2513 22.5 31 697.5
1/29/17 P51 10:47 SLOPE 2513 22.5 42 945
1/29/17 P52 11:09 SLOPE 2513 22.5 41 922.5
1/29/17 P53 11:14 SLOPE 3632 22.5 41 922.5
1/29/17 P54 11:27 SLOPE 3632 22.5 43 967.5
1/29/17 P55 1:29 SLOPE 2512 22.5 43 967.5
1/29/17 P56 1:36 SLOPE 2512 22.5 43 967.5
1/29/17 P57 1:41 SLOPE 2512 22.5 43 967.5
1/29/17 P58 1:51 SLOPE 2512 22.5 41 922.5
1/29/17 P59 1:55 SLOPE 2512 22.5 38 855
1/29/17 P60 2:00 SLOPE 2512 22.5 32 720
Material:

40

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h
1/
1
8
/
1
7

P
-
1
/
2

1
:
0
6

F
T

M
#
5
4

8
5
0

5
5
0

B
O
S

E
O
S

1
5
5

3
0

3
0

4
:
2
5

4
:
3
0

A
O

1
/
1
8
/
1
7
1/
1
8
/
1
7

P
-
2
/
3

1
:
1
5

A
O

M
#
2
0

8
5
0

5
5
0

B
O
S

E
O
S

1
5
8

3
0

3
0

4
:
2
6

4
:
3
1

A
O

1
/
1
8
/
1
7
1/
1
8
/
1
7

P
-
3
/
4

1
:
4
5

F
T

M
#
5
4

8
5
0

5
5
0

B
O
S

E
O
S

1
6
9

3
0

3
0

4
:
2
7

4
:
3
2

A
O

1
/
1
8
/
1
7
1/
1
8
/
1
7

P
-
4
/
5

1
:
5
0

A
O

M
#
2
0

8
5
0

5
5
0

B
O
S

E
O
S

1
7
0

3
0

3
0

4
:
3
4

4
:
3
9

A
O

1
/
1
8
/
1
7
1/
1
8
/
1
7

P
-
5
/
6

2
:
1
3

F
T

M
#
5
4

8
5
0

5
5
0

B
O
S

E
O
S

1
8
3

3
0

3
0

4
:
3
7

4
:
4
2

A
O

1
/
1
8
/
1
7
1/
1
8
/
1
7

P
-
6
/
7

2
:
2
5

A
O

M
#
2
0

8
5
0

5
5
0

B
O
S

E
O
S

1
8
2

3
0

3
0

4
:
3
8

4
:
4
3

A
O

1
/
1
8
/
1
7
1/
1
8
/
1
7

P
-
7
/
8

3
:
1
0

A
O

M
#
2
0

8
5
0

5
5
0

B
O
S

E
O
S

1
8
4

3
0

3
0

4
:
4
5

4
:
5
0

A
O

1
/
1
8
/
1
7
1/
1
8
/
1
7

P
-
8
/
9

3
:
4
5

F
T

M
#
5
4

8
5
0

5
5
0

B
O
S

E
O
S

1
8
5

3
0

2
9

4
:
4
6

4
:
5
1

A
O

1
/
1
8
/
1
7
1/
1
8
/
1
7

P
-
9
/
1
0

3
:
4
7

A
O

M
#
2
0

8
5
0

5
5
0

B
O
S

E
O
S

1
8
7

3
0

2
9

4
:
4
8

4
:
5
3

A
O

1
/
1
8
/
1
7
1/
1
9
/
1
7

P
-
1
/
2
4

4
:
0
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
3
9

3
0

2
9

4
:
3
7

4
:
4
2

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
2
4
/
2
5

4
:
1
2

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

1
2
1

3
0

2
8

4
:
3
5

4
:
4
0

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
2
5
/
2
6

4
:
2
3

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

8
9

3
0

3
0

4
:
4
6

4
:
5
1

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
2
6
/
2
7

4
:
3
7

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

4
9

3
0

3
0

4
:
4
7

4
:
5
2

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
0
/
1
1

1
1
:
3
1

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
9
2

3
0

2
9

4
:
5
8

5
:
0
3

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
1
/
1
2

1
1
:
4
0

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

1
5
3

3
0

2
9

5
:
0
0

5
:
0
5

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
2
/
1
4

1
:
1
4

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

1
0
5

3
0

3
0

5
:
0
2

5
:
0
7

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
4
/
1
6

1
2
:
5
6

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
2
3

3
0

3
0

5
:
0
3

5
:
0
8

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
7
/
1
8

1
:
5
5

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
1
2

3
0

3
0

5
:
2
0

5
:
2
5

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
4
/
1
5

1
2
:
4
5

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

9
4

3
0

3
0

5
:
2
8

5
:
3
3

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
2
/
1
5

1
:
2
5

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

3
0

3
0

3
0

5
:
3
4

5
:
3
9

A
O

1
/
1
9
/
1
7
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Jo
h
n
s
t
o
n

C
O

L
F
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
LLDPE

P
r
o
j
e
c
t

N
a
m
e
:

16
5
3
-
1
9
2
1
6
1/
1
8
/
1
7
Thickness :
Sm
i
t
h
f
i
e
l
d

N
C
.
PS
I

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
Material:

40

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Jo
h
n
s
t
o
n

C
O

L
F
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
LLDPE

P
r
o
j
e
c
t

N
a
m
e
:

16
5
3
-
1
9
2
1
6
1/
1
8
/
1
7
Thickness :
Sm
i
t
h
f
i
e
l
d

N
C
.
PS
I

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
1/
1
9
/
1
7

P
-
1
3
/
1
5

1
:
3
0

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

6
3

3
0

3
0

5
:
2
6

5
:
3
1

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
1
/
1
3

1
2
:
3
7

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

3
7

3
0

2
9

5
:
2
5

5
:
3
0

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
2
/
1
3

1
2
:
3
0

A
O

M
#
3
2

8
5
0

5
0
0

B
O
S

E
O
S

3
4

3
0

3
0

5
:
3
0

5
:
3
5

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
4
/
1
6

1
:
1
5

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

7
3

3
0

3
0

5
:
3
7

5
:
4
2

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
6
/
1
7

1
:
2
8

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
1
0

3
0

3
0

5
:
3
9

5
:
4
4

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
8
/
1
9

1
:
4
6

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

2
1
2

3
0

3
0

5
:
4
2

5
:
4
7

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
1
9
/
2
0

2
:
1
8

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

2
1
2

3
0

3
0

5
:
4
8

5
:
5
3

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
2
0
/
2
2

2
:
3
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
2
0

3
0

3
0

5
:
5
0

5
:
5
5

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
2
2
/
2
3

3
:
0
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
3
2

3
0

3
0

5
:
5
6

6
:
0
1

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
2
0
/
2
1

2
:
4
5

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
0
7

3
0

3
0

6
:
0
3

6
:
0
8

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
2
1
/
2
2

2
:
5
5

A
O

M
#
3
2

8
5
0

5
0
0

B
O
S

E
O
S

3
7

3
0

3
0

6
:
0
8

6
:
1
3

A
O

1
/
1
9
/
1
7
1/
1
9
/
1
7

P
-
2
1
/
2
3

3
:
0
1

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

8
4

3
0

3
0

6
:
0
4

6
:
0
9

A
O

1
/
1
9
/
1
7
1/
2
0
/
1
7

P
-
2
3
/
2
8

2
:
4
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
0
7

3
0

3
0

4
:
5
5

5
:
0
0

A
O

1
/
2
0
/
1
7
1/
2
0
/
1
7

P
-
2
8
/
2
9

2
:
3
8

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

2
0
5

3
0

3
0

4
:
5
6

5
:
0
1

A
O

1
/
2
0
/
1
7
1/
2
0
/
1
7

P
-
2
9
/
3
0

3
:
0
0

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
0
3

3
0

3
0

4
:
5
8

5
:
0
3

A
O

1
/
2
0
/
1
7
1/
2
0
/
1
7

P
-
3
0
/
3
1

3
:
1
0

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

2
0
4

3
0

3
0

4
:
5
9

5
:
0
4

A
O

1
/
2
0
/
1
7
1/
2
0
/
1
7

P
-
3
2
/
3
6

4
:
2
1

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
0
4

3
0

3
0

5
:
1
0

5
:
1
5

A
O

1
/
2
0
/
1
7
1/
2
0
/
1
7

P
-
3
6
/
3
7

4
:
4
8

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

2
0
4

3
0

3
0

5
:
1
1

5
:
1
6

A
O

1
/
2
0
/
1
7
1/
2
0
/
1
7

P
-
3
1
/
3
2

4
:
0
6

A
O

M
#
3
2

8
5
0

5
0
0

B
O
S

E
O
S

2
7

3
0

3
0

5
:
2
0

5
:
2
5

A
O

1
/
2
0
/
1
7
1/
2
0
/
1
7

P
-
3
1
/
3
3

4
:
1
1

A
O

M
#
3
2

8
5
0

5
0
0

B
O
S

E
O
S

7
3

3
0

3
0

5
:
2
1

5
:
2
6

A
O

1
/
2
0
/
1
7
Material:

40

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Jo
h
n
s
t
o
n

C
O

L
F
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
LLDPE

P
r
o
j
e
c
t

N
a
m
e
:

16
5
3
-
1
9
2
1
6
1/
1
8
/
1
7
Thickness :
Sm
i
t
h
f
i
e
l
d

N
C
.
PS
I

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
n
e

Sp
e
e
d

o
r

Pr
e
h
e
a
t
1/
2
0
/
1
7

P
-
3
2
/
3
3

3
:
3
6

F
T

M
#
5
4

8
5
0

6
0
0

B
O
S

E
O
S

1
7
6

3
0

3
0

5
:
0
8

5
:
1
3

A
O

1
/
2
0
/
1
7
1/
2
0
/
1
7

P
-
3
1
/
3
4

4
:
2
0

A
O

M
#
3
2

8
5
0

5
0
0

B
O
S

E
O
S

7
1

3
0

3
0

5
:
2
6

5
:
3
1

A
O

1
/
2
0
/
1
7
1/
2
0
/
1
7

P
-
3
3
/
3
4

3
:
3
5

A
O

M
#
3
2

8
5
0

6
0
0

B
O
S

E
O
S

1
6
4

3
0

3
0

5
:
2
7

5
:
3
2

A
O

1
/
2
0
/
1
7
1/
2
0
/
1
7

P
-
3
1
/
3
5

4
:
3
0

A
O

M
#
3
2

8
5
0

5
0
0

B
O
S

1
3
+
>
E
O
S

1
3

3
0

3
0

5
:
3
0

5
:
3
5

A
O

1
/
2
0
/
1
7
1/
2
0
/
1
7

P
-
3
1
/
3
5

4
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3
8

A
O

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3
2

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5
0

5
0
0

B
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S

+
1
7
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E
O
S

1
7

3
0

3
0

5
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5
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3
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A
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1
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2
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1
7
1/
2
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1
7

P
-
3
4
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3
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3
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5
5

A
O

M
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3
2

8
5
0

6
0
0

B
O
S

E
O
S

3
0

3
0

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5
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2
9

5
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A
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1
7
1/
2
8
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1
7

P
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3
7
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8

3
:
2
5
:
0
0

C
P

M
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1
2
0
1

7
5
0

8
5
0

B
O
S

E
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S

2
0
7

3
0

2
8

1
:
0
5

1
:
1
0

D
P

1
/
3
0
/
1
7
1/
2
8
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1
7

P
-
3
8
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3
9

4
:
2
5
:
0
0

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

2
0
6

3
0

3
0

1
:
0
5

1
:
1
0

D
P

1
/
3
0
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1
7
1/
2
8
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1
7

P
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3
9
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4
0

5
:
0
0
:
0
0

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

2
0
9

3
0

2
9

1
:
0
5

1
:
1
0

D
P

1
/
3
0
/
1
7
1/
2
8
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1
7

P
-
4
0
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4
1

5
:
3
5
:
0
0

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

2
1
2

3
0

2
9

1
:
0
5

1
:
1
0

D
P

1
/
3
0
/
1
7
1/
2
8
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1
7

P
-
4
1
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4
2

6
:
0
0
:
0
0

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

2
1
3

3
0

3
0

1
:
1
4

1
:
1
9

D
P

1
/
3
0
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1
7
1/
2
8
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7

P
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4
2
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4
3

6
:
3
0
:
0
0

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

2
1
2

3
0

2
8

1
:
1
4

1
:
1
9

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
4
3
/
4
4

8
:
3
0
a
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

1
8
1

3
0

2
9

1
:
1
4

1
:
1
9

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
4
4
/
4
5

9
:
2
0
a
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

1
4
1

3
0

2
8

1
:
1
4

1
:
1
9

D
P

1
/
3
0
/
1
7
1/
2
9
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1
7

P
-
4
5
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4
6

9
:
5
0
a
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

1
0
4

3
0

2
8

1
:
2
0

1
:
2
5

D
P

1
/
3
0
/
1
7
1/
2
9
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1
7

P
-
4
6
/
4
7

1
0
:
0
5
a
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

7
1

3
0

2
8

1
:
2
0

1
:
2
5

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
4
7
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4
8

1
0
:
2
0
a
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

3
9

3
0

2
9

1
:
2
0

1
:
2
5

D
P

1
/
3
0
/
1
7
1/
2
9
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1
7

P
-
4
8
/
4
9

1
0
:
4
8
a
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

4
5

3
0

3
0

1
:
2
0

1
:
2
5

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
4
9
/
5
0

1
0
:
5
0
a
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

3
1

3
0

2
9

1
:
2
5

1
:
3
0

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
1
/
5
2

1
1
:
0
9
a
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

4
2

3
0

2
8

1
:
2
5

1
:
3
0

D
P

1
/
3
0
/
1
7
Material:

40

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Jo
h
n
s
t
o
n

C
O

L
F
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
LLDPE

P
r
o
j
e
c
t

N
a
m
e
:

16
5
3
-
1
9
2
1
6
1/
1
8
/
1
7
Thickness :
Sm
i
t
h
f
i
e
l
d

N
C
.
PS
I

P
r
o
j
e
c
t

L
o
c
a
t
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n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
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t
)
Ma
c
h
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n
e

Sp
e
e
d

o
r

Pr
e
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e
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t
1/
2
9
/
1
7

P
-
5
2
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5
3

1
1
:
1
4
a
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

4
1

3
0

3
0

1
:
2
5

1
:
3
0

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
3
/
5
4

1
1
:
2
7
a
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

4
1

3
0

2
9

1
:
2
5

1
:
3
0

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
4
/
5
5

1
:
2
9
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

4
3

3
0

3
0

1
:
3
3

1
:
3
8

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
5
/
5
6

1
:
3
6
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

4
3

3
0

2
8

1
:
3
3

1
:
3
8

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
6
/
5
7

1
:
4
1
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

4
3

3
0

3
0

1
:
3
3

1
:
3
8

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
7
/
5
8

1
:
5
1
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

4
3

3
0

2
9

1
:
3
3

1
:
3
8

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
8
/
5
9

1
:
5
5
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

4
1

3
0

3
0

1
:
4
0

1
:
4
5

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
9
/
6
0

2
:
0
0
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

3
8

3
0

2
8

1
:
4
0

1
:
4
5

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
6
0
/
4
3

2
:
0
5
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

2
6

3
0

2
8

1
:
4
0

1
:
4
5

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
9
/
4
3

2
:
1
0
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

1
0

3
0

2
8

1
:
4
0

1
:
4
5

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
9
/
4
4

2
:
1
5
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

1
2

3
0

2
9

1
:
5
0

1
:
5
5

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
8
/
4
4

2
:
2
0
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

2
3

3
0

3
0

1
:
5
0

1
:
5
5

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
7
/
4
4

2
:
3
0
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

1
2

3
0

2
9

1
:
5
0

1
:
5
5

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
7
/
5
5

2
:
3
6
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

1
1

3
0

2
9

1
:
5
0

1
:
5
5

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
6
/
4
5

2
:
4
1
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

2
3

3
0

2
9

2
:
0
5

2
:
1
0

D
P

1
/
3
0
/
1
7
1/
2
9
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1
7

P
-
5
5
/
4
5

2
:
4
7
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

9

3
0

3
0

2
:
0
5

2
:
1
0

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
5
/
4
6

3
:
0
4
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

1
4

3
0

2
8

2
:
0
5

2
:
1
0

D
P

1
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3
0
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1
7
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2
9
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1
7

P
-
5
4
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4
6

3
:
0
9
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

2
3

3
0

3
0

2
:
0
5

2
:
1
0

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
3
/
4
6

3
:
1
5
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

3

3
0

2
9

2
:
1
5

2
:
2
0

D
P

1
/
3
0
/
1
7
1/
2
9
/
1
7

P
-
5
3
/
4
7

3
:
2
0
p
m

C
P

M
#
1
2
0
1

7
5
0

8
5
0

B
O
S

E
O
S

2
0

3
0

3
0

2
:
1
5

2
:
2
0

D
P

1
/
3
0
/
1
7
Material:

40

m
i
l

St
a
r
t

F
i
n
i
s
h

S
t
a
r
t

F
i
n
i
s
h
WE
L
D

D
A
T
E

S
E
A
M

#

(
P
#
/
P
#
)

S
t
a
r
t

P
o
i
n
t
Jo
h
n
s
t
o
n

C
O

L
F
Se
a
m
i
n
g

a
n
d

N
o
n

D
e
s
t
ru
c
t
i
v
e

T
e
s
t

L
o
g

En
d

P
o
i
n
t
Date

P
r
o
j
e
c
t

N
o
.
:

St
a
r
t

D
a
t
e
:
LLDPE

P
r
o
j
e
c
t

N
a
m
e
:

16
5
3
-
1
9
2
1
6
1/
1
8
/
1
7
Thickness :
Sm
i
t
h
f
i
e
l
d

N
C
.
PS
I

P
r
o
j
e
c
t

L
o
c
a
t
i
o
n
:

WE
L
D

TI
M
E
TE
C
H

ID
Ma
c
h
i
n
e

ID
Air Pressure Test or V-Box Tech
Ma
c
h
i
n
e

Te
m
p
Time
Se
a
m

Le
n
g
t
h

(F
e
e
t
)
Ma
c
h
i
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1
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2
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1
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9
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23
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1
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23
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CP
107

1
1
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10
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1
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0

1
0
6

1
1
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9
9
1653-19216
Johnston CO LF
Date: 1/18/17 40 mil
Smithfield NC.

Seam #P/ F Date
1 DS-10 P-26/27,15'>BOS 1/20/17 7:42 2x5 x-22 JV 1/20/17
2 DS-9 P-1/24,46'>BOS 1/20/17 7:52 2x5 x-22 JV 1/20/17
3 DS-1 P-1/2,21'>EOS 1/20/17 7:57 2x5 x-22 JV 1/20/17
4 DS-2 P-4/5,64'>EOS 1/20/17 8:02 2x5 x-22 JV 1/20/17
5 AT P-5/6,1'>EOS 1/20/17 8:12 2x3 x-22 JV 1/20/17
6 DS-3 P-9/10,16'>EOS 1/20/17 8:08 2x5 x-22 JV 1/20/17
7 DS-4 P-10/11,83'>BOS 1/20/17 8:25 2x5 x-22 JV 1/20/17
8 AT P-11/12/13 1/20/17 9:21 3x4 x-22 JV 1/20/17
9 AT P-12/13/15 1/20/17 9:30 2x2 x-22 JV 1/20/17
10 AT P-12/14/15 1/20/17 9:56 2x3 x-22 JV 1/20/17
11 FT P-14/16,73'>EOS 1/20/17 10:32 2x4 x-22 JV 1/20/17
12 DS-5 P-14/16,72'>BOS 1/20/17 8:31 2x5 x-22 JV 1/20/17
13 DS-6 P-17/18,115'>BOS 1/20/17 8:54 2x5 x-22 JV 1/20/17
14 FT P-14/16,1'>BOS 1/20/17 8:48 2x2 x-22 JV 1/20/17
15 FT P-16/17,1'>BOS 1/20/17 8:46 2x2 x-22 JV 1/20/17
16 DS-7 P-19/20,91'>BOS 1/20/17 8:37 2x5 x-22 JV 1/20/17
17 AT P-20/21/22 1/20/17 10:04 2x2 x-22 JV 1/20/17
18 AT P-21/22/23 1/20/17 10:07 2x2 x-22 JV 1/20/17
19 DS-8 P-22/23,40'>BOS 1/20/17 8:42 2x5 x-22 JV 1/20/17
20 AT P-27/TIE-IN,7'>BOS 1/19/17 5:20 1x1 x-22 JV 1/20/17
21 AT P-26/27,TIE-IN 1/19/17 5:13 1x1 x-22 JV 1/20/17
22 AT P-26/TIE-IN,8'>BOS 1/19/17 5:07 1x1 x-22 JV 1/20/17
23 AT P-25/26,TIE-IN 1/19/17 5:00 1x1 x-22 JV 1/20/17
24 AT P-25/TIE-IN,8'>BOS 1/19/17 4:53 1x1 x-22 JV 1/20/17
25 AT P-24/25,TIE-IN 1/19/17 4:46 1x1 x-22 JV 1/20/17
26 AT P-24/TIE-IN,8'>BOS 1/19/17 4:43 1x1 x-22 JV 1/20/17
27 AT P-1/24,TIE-IN 1/19/17 5:26 1x1 x-22 JV 1/20/17
28 AT P-1/TIE-IN8'>BOS 1/18/17 4:30 1x1 x-22 JV 1/20/17
29 AT P-1/TIE-IN,8'>EOS 1/18/17 5:24 1x1 x-22 JV 1/20/17
30 AT P-1/2/TIE-IN 1/18/17 5:29 1x1 x-22 JV 1/20/17
Material: LLDPE
Ap
p
r
o
x

S
i
z
e

Project Location:
Repair # Vacuum Test
Repair Log
Repair
Tech
Defect Location
Thickness:
Project Name:
Defect Code Repair Date Repair
Time
Machine
ID
Project No.:
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
1653-19216
Johnston CO LF
Date: 1/18/17 40 mil
Smithfield NC.

Seam #P/ F Date
Material: LLDPE
Ap
p
r
o
x

S
i
z
e

Project Location:
Repair # Vacuum Test
Repair Log
Repair
Tech
Defect Location
Thickness:
Project Name:
Defect Code Repair Date Repair
Time
Machine
ID
Project No.:
31 DS-11 P-2/TIE-IN,7'>EOS 1/20/16 7:35 2x7 x-22 JV 1/20/17
32 AT P-2/3,TIE-IN 1/18/17 5:35 1x1 x-22 JV 1/20/17
33 AT P-3/TIE-IN,8'>BOS 1/18/17 5:40 1x1 x-22 JV 1/20/17
34 AT P-3/4,TIE-IN 1/18/17 5:44 1x1 x-22 JV 1/20/17
35 AT P-4TIE-IN,8'>BOS 1/18/17 5:49 1x1 x-22 JV 1/20/17
36 AT P-4/5,TIE-IN 1/18/17 5:53 1x1 x-22 JV 1/20/17
37 AT P-5/TIE-IN,8'>BOS 1/18/17 5:56 1x1 x-22 JV 1/20/17
38 AT P-5/6,TIE-IN 1/18/17 6:03 1x1 x-22 JV 1/20/17
39 AT P-6/TIE-IN,8'>BOS 1/18/17 6:04 1x1 x-22 JV 1/20/17
40 AT P-6/7,TIE-IN 1/18/17 6:12 1x1 x-22 JV 1/20/17
41 AT P-7/TIE-IN,8>BOS 1/18/17 6:15 1x1 x-22 JV 1/20/17
42 AT P-7/8,TIE-IN 1/18/17 6:21 1x1 x-22 JV 1/20/17
43 AT P-8/TIE-IN,8'>BOS 1/18/17 6:25 1x1 x-22 JV 1/20/17
44 AT P-8/9,TIE-IN 1/18/17 6:31 1x1 x-22 JV 1/20/17
45 AT P-9/TIE-IN,8'>BOS 1/18/17 6:34 1x1 x-22 JV 1/20/17
46 AT P-9/10,TIE-IN 1/18/17 6:40 1x1 x-22 JV 1/20/17
47 AT P-10/TIE-IN,8'>BOS 1/18/17 6:44 1x1 x-22 JV 1/20/17
48 AT P-10/11,TIE-IN 1/19/17 5:42 1x1 x-22 JV 1/20/17
49 AT P-11/TIE-IN,8'>BOS 1/19/17 5:45 1x1 x-22 JV 1/20/17
50 AT P-11/13,TIE-IN 1/19/17 5:53 2x2 x-22 JV 1/20/17
51 AT P-13/TIE-IN,8'>BOS 1/19/17 5:56 1x1 x-22 JV 1/20/17
52 AT P-13/15/TIE-IN 1/19/17 6:06 2x5 x-22 JV 1/20/17
53 AT P-15/TIE-IN,8'>BOS 1/19/17 6:09 1x1 x-22 JV 1/20/17
54 AT P-14/15/TIE-IN 1/19/17 6:13 1x1 x-22 JV 1/20/17
55 AT P-14/TIE-IN,8'>BOS 1/19/17 6:10 1x1 x-22 JV 1/20/17
56 AT P-14/16/TIE-IN 1/19/17 6:22 1x1 x-22 JV 1/20/17
57 AT P-16/TIE-IN,8'>BOS 1/19/17 6:27 1x1 x-22 JV 1/20/17
58 AT P-16/17/TIE-IN 1/20/17 10:13 1x1 x-22 JV 1/20/17
59 AT P-17/TIE-IN,9'>BOS 1/19/16 6:32 1x1 x-22 JV 1/20/17
60 AT P-17/18/TIE-IN 1/19/16 6:35 1x1 x-22 JV 1/20/17
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1653-19216
Johnston CO LF
Date: 1/18/17 40 mil
Smithfield NC.

Seam #P/ F Date
Material: LLDPE
Ap
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Project Location:
Repair # Vacuum Test
Repair Log
Repair
Tech
Defect Location
Thickness:
Project Name:
Defect Code Repair Date Repair
Time
Machine
ID
Project No.:
61 AT P-18/TIE-IN,9'>BOS 1/19/16 6:38 1x1 x-22 JV 1/20/17
62 AT P-18/19/TIE-IN 1/19/16 6:40 1x1 x-22 JV 1/20/17
63 AT P-19/TIE-IN,9'>BOS 1/19/16 6:43 1x1 x-22 JV 1/20/17
64 AT P-19/20/TIE-IN 1/19/16 6:45 1x1 x-22 JV 1/20/17
65 AT P-20/TIE-IN,9'>BOS 1/19/16 6:48 1x1 x-22 JV 1/20/17
66 AT P-20/21/TIE-IN 1/19/16 6:50 1x1 x-22 JV 1/20/17
67 AT P-21/TIE-IN,9'>BOS 1/19/16 6:55 1x1 x-22 JV 1/20/17
68 AT P-21/23/TIE-IN 1/19/16 7:00 1x1 x-22 JV 1/20/17
69 AT P-23/TIE-IN,9'>EOS 1/21/17 10:12 1x1 x-22 JV 1/21/17
70 AT P-23/28/TIE-IN 1/21/17 10:15 1x1 x-22 JV 1/21/17
71 AT P-28/TIE-IN,9'>EOS 1/21/17 10:24 1x1 x-22 JV 1/21/17
72 AT P-28/TIE-IN,4'>EOS 1/21/17 10:25 1x1 x-22 JV 1/21/17
73 AT P-28/29/TIE-IN 1/21/17 10:30 1x1 x-22 JV 1/21/17
74 AT P-29/30/TIE-IN 1/21/17 10:36 1x1 x-22 JV 1/21/17
75 AT P-30/31/TIE-IN 1/21/17 10:43 1x1 x-22 JV 1/21/17
76 AT P-31/TIE-IN,3'>BOS 1/21/17 10:45 1x1 x-22 JV 1/21/17
77 AT P-31/TIE-IN,6'>BOS 1/21/17 10:47 1x1 x-22 JV 1/21/17
78 AT P-31/35/TIE-IN 1/21/17 10:53 1x1 x-22 JV 1/21/17
79 AT P-35/TIE-IN,5'>BOS 1/21/17 10:56 1x1 x-22 JV 1/21/17
80 AT P-34/35/TIE-IN 1/21/17 11:00 2x2 x-22 JV 1/21/17
81 AT P-34/TIE-IN,5'>BOS 1/21/17 11:05 1x1 x-22 JV 1/21/17
82 AT P-33/34/TIE-IN 1/21/17 11:08 1x1 x-22 JV 1/21/17
83 AT P-33/TIE-IN,5'>EOS 1/21/17 11:14 1x1 x-22 JV 1/21/17
84 AT P-33/TIE-IN,3'>EOS 1/21/17 11:16 1x1 x-22 JV 1/21/17
85 AT P-32/33/TIE-IN 1/21/17 11:18 1x1 x-22 JV 1/21/17
86 AT P-32/TIE-IN,2'>BOS 1/21/17 11:20 1x1 x-22 JV 1/21/17
87 AT P-32/36/TIE-IN 1/21/17 11:33 2x3 x-22 JV 1/21/17
88 AT P-31/35/TIE-IN 1/21/17 11:38 2x3 x-22 JV 1/21/17
89 BO P-31/35,13'>BOS 1/21/17 11:48 2x2 x-22 JV 1/21/17
90 AT P-31/34/35 1/21/17 11:51 2x2 x-22 JV 1/21/17
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1653-19216
Johnston CO LF
Date: 1/18/17 40 mil
Smithfield NC.

Seam #P/ F Date
Material: LLDPE
Ap
p
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o
x

S
i
z
e

Project Location:
Repair # Vacuum Test
Repair Log
Repair
Tech
Defect Location
Thickness:
Project Name:
Defect Code Repair Date Repair
Time
Machine
ID
Project No.:
91 AT P-31/33/34 1/21/17 11:56 2x2 x-22 JV 1/21/17
92 DS-14 P-32/33,47'>BOS 1/21/17 12:00 2x5 x-22 JV 1/21/17
93 AT P-31/32/33 1/21/17 12:06 2x2 x-22 JV 1/21/17
94 DS-13 P-30/31,30'>BOS 1/21/17 12:07 2x5 x-22 JV 1/21/17
95 DS-12 P-28/29,62'>BOS 1/21/17 12:12 2x5 x-22 JV 1/21/17
96 DS-15 P-37/38,31'>BOS 1/31/17 7:30 2x5 7 JM 1/31/17
97 DS-16 P-40/41,48'>BOS 1/31/17 7:35 2x5 7 JM 1/31/17
98 DS-17 P-43/44,95'BOS 1/31/17 7:38 2x5 7 JM 1/31/17
99 DS-18 P-46/47,39'BOS 1/31/17 7:42 2x5 7 JM 1/31/17
100 DS-19 P-53/54,18'BOS 1/31/17 7:57 2x5 7 JM 1/31/17
101 @ P-43/60/59 1/31/17 8:06 1X1 7 JM 1/31/17
102 @ P-43/44/59 1/31/17 8:09 1X1 7 JM 1/31/17
103 @ P-44/59/58 1/31/17 8:15 1X1 7 JM 1/31/17
104 @ P-44/58/57 1/31/17 8:22 1X1 7 JM 1/31/17
105 @ P-44/55/57 1/31/17 8:36 1X1 7 JM 1/31/17
106 @ P-45/57/56 1/31/17 9:00 1X1 7 JM 1/31/17
107 AT P-56/57,1'BOS 1/31/17 9:03 1X1 7 JM 1/31/17
108 @ P-45/56/55 1/31/17 9:07 1X1 7 JM 1/31/17
109 @ P-45/46/55 1/31/17 9:11 1X1 7 JM 1/31/17
110 @ P-46.55.54 1/31/17 9:15 1X1 7 JM 1/31/17
111 @ P-46/54/53 1/31/17 9:26 1X1 7 JM 1/31/17
112 @ P-46/47/53 1/31/17 9:28 1X1 7 JM 1/31/17
113 @ P-47/53/52 1/31/17 9:34 1X1 7 JM 1/31/17
114 @ P-47/52/48 1/31/17 9:41 1X1 7 JM 1/31/17
115 @ P-48/52/51 1/31/17 9:55 1X1 7 JM 1/31/17
116 @ P-48/51/50 1/31/17 10:02 1X1 7 JM 1/31/17
117 AT P-48/50,1'BOS 1/31/17 10:08 1X1 7 JM 1/31/17
118 @ P-44/TIE-IN 1/31/17 10:10 1X1 7 JM 1/31/17
119 @ 46/TIE-IN 1/31/17 10:12 1X1 7 JM 1/31/17
120 @ 37/38/TIE-IN 1/31/17 10:21 1X1 7 JM 1/31/17
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1653-19216
Johnston CO LF
Date: 1/18/17 40 mil
Smithfield NC.

Seam #P/ F Date
Material: LLDPE
Ap
p
r
o
x

S
i
z
e

Project Location:
Repair # Vacuum Test
Repair Log
Repair
Tech
Defect Location
Thickness:
Project Name:
Defect Code Repair Date Repair
Time
Machine
ID
Project No.:
121 @ 38/39/TIE-IN 1/31/17 10:34 1X1 7 JM 1/31/17
122 @ 39/40/TIE-IN 1/31/17 10:41 1X1 7 JM 1/31/17
123 @ 40/41/TIE-IN 1/31/17 10:48 1X1 7 JM 1/31/17
124 @ 41/42/TIE-IN 1/31/17 10:55 1X1 7 JM 1/31/17
125 @ 42/43/TIE-IN 1/31/17 10:59 1X1 7 JM 1/31/17
126 @ 43/44/TIE-IN 1/31/17 11:06 1X1 7 JM 1/31/17
127 @ 44/45/TIE-IN 1/31/17 11:10 1X1 7 JM 1/31/17
128 @ 45/46/TIE-IN 1/31/17 11:15 1X1 7 JM 1/31/17
129 @ 46/47/TIE-IN 1/31/17 11:19 1X1 7 JM 1/31/17
130 @ 47/48/TIE-IN 1/31/17 11:30 1X1 7 JM 1/31/17
131 @ 48/50/TIE-IN 1/31/17 11:37 1X1 7 JM 1/31/17
132 DS-20 49/TIE-IN,6'>SOUTH OF NEOS 1/31/17 11:48 2X5 7 JM 1/31/17
133 AT 49/50,1' BOS 1/31/17 11:52 1X1 7 JM 1/31/17
134 AT 55/56,1'BOS 1/31/17 12:02 1X1 7 JM 1/31/17
135 AT 58/57.1'BOS 1/31/17 12:15 1X1 7 JM 1/31/17
136 AT 59/58,1'BOS 1/31/17 12:17 1X1 7 JM 1/31/17
137 AT 60/59,1'BOS 1/31/17 12:26 1X1 7 JM 1/31/17
138 @ 44/TIE-IN, MID PANEL 1/31/17 12:31 1X1 7 JM 1/31/17
139 AT 50/51,1'BOS 1/31/17 12:45 1X1 7 JM 1/31/17
140 AT 51/52,1'BOS 1/31/17 1:00 1X1 7 JM 1/31/17
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AT AIR TEST MD MATERIAL DAMAGE
BO BURN OUT WR WRINKLE
CR CREASE WS WELDER RESTART
DS DESTRUCTIVE TEST NUMBER FD FACTORY DEFECT/DAMAGE
EE EARTHWORK EQUIP. DAMAGE EXT PANEL EXTENSION (SHORT PANEL)
FM FISHMOUTH TRH TRENCH
FT PRESSURE TEST CUT TI TIE-IN
T SEAM JOINT C CAPSTRIP
SI SOIL SURFACE IRREGULARITY B EXTRUSION BEAD
DD DEPLOYMENT DAMAGE BT PENETRATION BOOT
BOS BEGINNING OF SEAM TOS TOP OF SLOPE
EOS EOS OF SEAM N NORTH
-- TO AN AREA S SOUTH
> FROM AN AREA W WEST
NOAT NO AIR TEST E EAST
@ "AT" SPECIFIC LOCATION
P PASS S Spark Test
FFAIL
LEGEND
DEFECT CODES & REPAIR NOTATIONS
LOCATION NOTATIONS
TEST RESULTS

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
CLIENT: SMITH + GARDNER, INC.
CLIENT PROJECT: JOHNSTON CO LF AREA 2 CELL 2
CLIENT PROJ. NO.: N/A
PROJECT NO.: 2017-630-001
LAB ID NO.: 2017-630-001-001
MATERIAL: 40-MIL LLDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-12
P29/P28
REPLICATE PEAK EPA BREAK PEEL
No. LOAD CLASSIFICATION INCURSION
(lbs/in) CODE (%)
OUTSIDE TRACK (WELD "A")
1 70.6 FTB-SE1 <10
2 68.3 FTB-SE1 <10
3 71.9 FTB-SE1 <10
4 73.6 FTB-SE1 <10
5 72.9 FTB-SE1 <10
AVERAGE 71.5
STD. DEV. 2.10
INSIDE TRACK (WELD "B")
1 71.2 FTB-SE1 <10
2 68.9 FTB-SE1 <10
3 70.7 FTB-SE1 <10
4 71.2 FTB-SE1 <10
5 71.9 FTB-SE1 <10
AVERAGE 70.8
STD. DEV. 1.13
BONDED SEAM (SHEAR) STRENGTH
REPLICATE PEAK EPA BREAK
No. LOAD CLASSIFICATION
(lbs/in) CODE
1 75.8 FTB-SE1
2 75.0 FTB-SE1
3 72.4 FTB-SE1
4 67.7 FTB-SE1
5 76.2 FTB-SE1
AVERAGE 73.4
STD. DEV. 3.52
CHECKED BY: SFS DATE: 1/24/17
C:\My Documents\EXCEL\Templates\[HDP&S-DFusion.xls]Sheet1
Z:\2017 PROJECTS\2017-630 SMITH + GARDNER - JOHNSTON CO LF AREA 2 CELL 2017-630-001-001 1/24/17
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
CLIENT: SMITH + GARDNER, INC.
CLIENT PROJECT: JOHNSTON CO LF AREA 2 CELL 2
CLIENT PROJ. NO.: N/A
PROJECT NO.: 2017-630-001
LAB ID NO.: 2017-630-001-002
MATERIAL: 40-MIL LLDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-13
P31/P30
REPLICATE PEAK EPA BREAK PEEL
No. LOAD CLASSIFICATION INCURSION
(lbs/in) CODE (%)
OUTSIDE TRACK (WELD "A")
1 74.8 FTB-SE1 <10
2 74.8 FTB-SE1 <10
3 76.7 FTB-SE1 <10
4 79.5 FTB-SE1 <10
5 78.1 FTB-SE1 <10
AVERAGE 76.8
STD. DEV. 2.06
INSIDE TRACK (WELD "B")
1 76.1 FTB-SE1 <10
2 77.3 FTB-SE1 <10
3 77.3 FTB-SE1 <10
4 76.2 FTB-SE1 <10
5 76.1 FTB-SE1 <10
AVERAGE 76.6
STD. DEV. 0.64
BONDED SEAM (SHEAR) STRENGTH
REPLICATE PEAK EPA BREAK
No. LOAD CLASSIFICATION
(lbs/in) CODE
1 88.6 FTB-SE1
2 81.9 FTB-SE1
3 80.3 FTB-SE1
4 77.0 FTB-SE1
5 88.3 FTB-SE1
AVERAGE 83.2
STD. DEV. 5.09
CHECKED BY: SFS DATE: 1/24/17
C:\My Documents\EXCEL\Templates\[HDP&S-DFusion.xls]Sheet1
Z:\2017 PROJECTS\2017-630 SMITH + GARDNER - JOHNSTON CO LF AREA 2 CELL 2017-630-001-002 1/24/17
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
CLIENT: SMITH + GARDNER, INC.
CLIENT PROJECT: JOHNSTON CO LF AREA 2 CELL 2
CLIENT PROJ. NO.: N/A
PROJECT NO.: 2017-630-001
LAB ID NO.: 2017-630-001-003
MATERIAL: 40-MIL LLDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-14
P32/P33
REPLICATE PEAK EPA BREAK PEEL
No. LOAD CLASSIFICATION INCURSION
(lbs/in) CODE (%)
OUTSIDE TRACK (WELD "A")
1 78.1 FTB-SE1 <10
2 80.1 FTB-SE1 <10
3 80.4 FTB-SE1 <10
4 80.9 FTB-SE1 <10
5 80.5 FTB-SE1 <10
AVERAGE 80.0
STD. DEV. 1.10
INSIDE TRACK (WELD "B")
1 82.4 FTB-SE1 <10
2 85.4 FTB-SE1 <10
3 83.7 FTB-SE1 <10
4 83.0 FTB-SE1 <10
5 84.8 FTB-SE1 <10
AVERAGE 83.9
STD. DEV. 1.24
BONDED SEAM (SHEAR) STRENGTH
REPLICATE PEAK EPA BREAK
No. LOAD CLASSIFICATION
(lbs/in) CODE
1 101.0 FTB-SE1
2 103.3 FTB-SE1
3 99.2 FTB-SE1
4 93.3 FTB-SE1
5 100.8 FTB-SE1
AVERAGE 99.5
STD. DEV. 3.77
CHECKED BY: SFS DATE: 1/24/17
C:\My Documents\EXCEL\Templates\[HDP&S-DFusion.xls]Sheet1
Z:\2017 PROJECTS\2017-630 SMITH + GARDNER - JOHNSTON CO LF AREA 2 CELL 2017-630-001-003 1/24/17
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
CLIENT: SMITH + GARDNER, INC.
CLIENT PROJECT: JOHNSTON CO LF AREA 2 CELL 2
CLIENT PROJ. NO.: N/A
PROJECT NO.: 2017-630-002
LAB ID NO.: 2017-630-002-001
MATERIAL: 40-MIL LLDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-15
P37/P38
REPLICATE PEAK EPA BREAK PEEL
No. LOAD CLASSIFICATION INCURSION
(lbs/in) CODE (%)
OUTSIDE TRACK (WELD "A")
1 75.2 FTB-SE1 <10
2 76.4 FTB-SE1 <10
3 75.2 FTB-SE1 <10
4 74.4 FTB-SE1 <10
5 76.1 FTB-SE1 <10
AVERAGE 75.5
STD. DEV. 0.80
INSIDE TRACK (WELD "B")
1 69.8 FTB-SE1 <10
2 76.1 FTB-SE1 <10
3 68.8 FTB-SE1 <10
4 72.1 FTB-SE1 <10
5 74.1 FTB-SE1 <10
AVERAGE 72.2
STD. DEV. 3.01
BONDED SEAM (SHEAR) STRENGTH
REPLICATE PEAK EPA BREAK
No. LOAD CLASSIFICATION
(lbs/in) CODE
1 92.1 FTB-SE1
2 88.1 FTB-SE1
3 93.1 FTB-SE1
4 80.4 FTB-SE1
5 90.7 FTB-SE1
AVERAGE 88.9
STD. DEV. 5.10
CHECKED BY: SFS DATE: 2/1/17
C:\My Documents\EXCEL\Templates\[HDP&S-DFusion.xls]Sheet1
Z:\2017 PROJECTS\2017-630 SMITH + GARDNER - JOHNSTON CO LF AREA 2 CELL 2017-630-002-001 2/1/17
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
CLIENT: SMITH + GARDNER, INC.
CLIENT PROJECT: JOHNSTON CO LF AREA 2 CELL 2
CLIENT PROJ. NO.: N/A
PROJECT NO.: 2017-630-002
LAB ID NO.: 2017-630-002-002
MATERIAL: 40-MIL LLDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-16
P40/P41
REPLICATE PEAK EPA BREAK PEEL
No. LOAD CLASSIFICATION INCURSION
(lbs/in) CODE (%)
OUTSIDE TRACK (WELD "A")
1 82.4 FTB-SE1 <10
2 83.8 FTB-SE1 <10
3 83.4 FTB-SE1 <10
4 82.7 FTB-SE1 <10
5 84.0 FTB-SE1 <10
AVERAGE 83.3
STD. DEV. 0.69
INSIDE TRACK (WELD "B")
1 79.3 FTB-SE1 <10
2 77.8 FTB-SE1 <10
3 79.1 FTB-SE1 <10
4 79.7 FTB-SE1 <10
5 78.9 FTB-SE1 <10
AVERAGE 79.0
STD. DEV. 0.71
BONDED SEAM (SHEAR) STRENGTH
REPLICATE PEAK EPA BREAK
No. LOAD CLASSIFICATION
(lbs/in) CODE
1 102.7 FTB-SE1
2 91.3 FTB-SE1
3 107.1 FTB-SE1
4 110.2 FTB-SE1
5 99.3 FTB-SE1
AVERAGE 102.1
STD. DEV. 7.34
CHECKED BY: SFS DATE: 2/1/17
C:\My Documents\EXCEL\Templates\[HDP&S-DFusion.xls]Sheet1
Z:\2017 PROJECTS\2017-630 SMITH + GARDNER - JOHNSTON CO LF AREA 2 CELL 2017-630-002-002 2/1/17
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
CLIENT: SMITH + GARDNER, INC.
CLIENT PROJECT: JOHNSTON CO LF AREA 2 CELL 2
CLIENT PROJ. NO.: N/A
PROJECT NO.: 2017-630-002
LAB ID NO.: 2017-630-002-003
MATERIAL: 40-MIL LLDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-17
P43/P44
REPLICATE PEAK EPA BREAK PEEL
No. LOAD CLASSIFICATION INCURSION
(lbs/in) CODE (%)
OUTSIDE TRACK (WELD "A")
1 77.8 FTB-SE1 <10
2 78.8 FTB-SE1 <10
3 79.6 FTB-SE1 <10
4 81.0 FTB-SE1 <10
5 80.2 FTB-SE1 <10
AVERAGE 79.5
STD. DEV. 1.24
INSIDE TRACK (WELD "B")
1 77.4 FTB-SE1 <10
2 79.1 FTB-SE1 <10
3 72.1 FTB-SE1 <10
4 74.4 FTB-SE1 <10
5 72.5 FTB-SE1 <10
AVERAGE 75.1
STD. DEV. 3.06
BONDED SEAM (SHEAR) STRENGTH
REPLICATE PEAK EPA BREAK
No. LOAD CLASSIFICATION
(lbs/in) CODE
1 94.8 FTB-SE1
2 87.9 FTB-SE1
3 90.0 FTB-SE1
4 88.6 FTB-SE1
5 91.2 FTB-SE1
AVERAGE 90.5
STD. DEV. 2.72
CHECKED BY: SFS DATE: 2/1/17
C:\My Documents\EXCEL\Templates\[HDP&S-DFusion.xls]Sheet1
Z:\2017 PROJECTS\2017-630 SMITH + GARDNER - JOHNSTON CO LF AREA 2 CELL 2017-630-002-003 2/1/17
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
CLIENT: SMITH + GARDNER, INC.
CLIENT PROJECT: JOHNSTON CO LF AREA 2 CELL 2
CLIENT PROJ. NO.: N/A
PROJECT NO.: 2017-630-002
LAB ID NO.: 2017-630-002-004
MATERIAL: 40-MIL LLDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-18
P46/P47
REPLICATE PEAK EPA BREAK PEEL
No. LOAD CLASSIFICATION INCURSION
(lbs/in) CODE (%)
OUTSIDE TRACK (WELD "A")
1 69.9 FTB-SE1 <10
2 69.1 FTB-SE1 <10
3 67.8 FTB-SE1 <10
4 68.3 FTB-SE1 <10
5 69.8 FTB-SE1 <10
AVERAGE 69.0
STD. DEV. 0.92
INSIDE TRACK (WELD "B")
1 72.3 FTB-SE1 <10
2 70.4 FTB-SE1 <10
3 73.1 FTB-SE1 <10
4 68.9 FTB-SE1 <10
5 68.8 FTB-SE1 <10
AVERAGE 70.7
STD. DEV. 1.95
BONDED SEAM (SHEAR) STRENGTH
REPLICATE PEAK EPA BREAK
No. LOAD CLASSIFICATION
(lbs/in) CODE
1 84.3 FTB-SE1
2 78.1 FTB-SE1
3 87.8 FTB-SE1
4 77.7 FTB-SE1
5 90.1 FTB-SE1
AVERAGE 83.6
STD. DEV. 5.60
CHECKED BY: SFS DATE: 2/1/17
C:\My Documents\EXCEL\Templates\[HDP&S-DFusion.xls]Sheet1
Z:\2017 PROJECTS\2017-630 SMITH + GARDNER - JOHNSTON CO LF AREA 2 CELL 2017-630-002-004 2/1/17
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
CLIENT: SMITH + GARDNER, INC.
CLIENT PROJECT: JOHNSTON CO LF AREA 2 CELL 2
CLIENT PROJ. NO.: N/A
PROJECT NO.: 2017-630-002
LAB ID NO.: 2017-630-002-005
MATERIAL: 40-MIL LLDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-19
P53/P54
REPLICATE PEAK EPA BREAK PEEL
No. LOAD CLASSIFICATION INCURSION
(lbs/in) CODE (%)
OUTSIDE TRACK (WELD "A")
1 88.9 FTB-SE1 <10
2 86.4 FTB-SE1 <10
3 89.8 FTB-SE1 <10
4 84.8 FTB-SE1 <10
5 83.0 FTB-SE1 <10
AVERAGE 86.6
STD. DEV. 2.82
INSIDE TRACK (WELD "B")
1 81.7 FTB-SE1 <10
2 79.7 FTB-SE1 <10
3 79.0 FTB-SE1 <10
4 83.2 FTB-SE1 <10
5 81.9 FTB-SE1 <10
AVERAGE 81.1
STD. DEV. 1.72
BONDED SEAM (SHEAR) STRENGTH
REPLICATE PEAK EPA BREAK
No. LOAD CLASSIFICATION
(lbs/in) CODE
1 100.0 FTB-SE1
2 101.5 FTB-SE1
3 101.6 FTB-SE1
4 104.6 FTB-SE1
5 113.2 FTB-SE1
AVERAGE 104.2
STD. DEV. 5.31
CHECKED BY: SFS DATE: 2/1/17
C:\My Documents\EXCEL\Templates\[HDP&S-DFusion.xls]Sheet1
Z:\2017 PROJECTS\2017-630 SMITH + GARDNER - JOHNSTON CO LF AREA 2 CELL 2017-630-002-005 2/1/17
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

CLIENT: SMITH + GARDNER, INC.
CLIENT PROJECT: JOHNSTON CO LF AREA 2 CELL 2
CLIENT PROJ. NO.: N/A
PROJECT NO.: 2017-630-003
LAB ID NO.: 2017-630-003-001
MATERIAL: 40 MIL LLDPE
SEAM TYPE: EXTRUSION
SAMPLE I.D.: DS-20
P49/TIE-IN
REPLICATE PEAK EPA BREAK PEEL
No. LOAD CLASSIFICATION INCURSION
(lbs/in) CODE (%)
1 70.1 FTB-SE1 <10
2 72.1 FTB-SE1 <10
3 73.7 FTB-SE1 <10
4 70.3 FTB-SE1 <10
5 75.1 FTB-SE1 <10
AVERAGE 72.3
STD. DEV. 2.16
BONDED SEAM (SHEAR) STRENGTH
REPLICATE PEAK EPA BREAK
No. LOAD CLASSIFICATION
(lbs/in) CODE
1 71.2 FTB-SE1
2 71.4 FTB-SE1
3 73.7 FTB-SE1
4 74.4 FTB-SE1
5 73.9 FTB-SE1
AVERAGE 72.9
STD. DEV. 1.50
CHECKED BY: SFS DATE: 2/2/17
C:\Excel\Templates\[HDP&S-DFusion.xls]Sheet1
Z:\2017 PROJECTS\2017-630 SMITH + GARDNER - JOHNSTON CO LF AREA 2 CELL 2017-630-003-001 2/2/17
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54
PEEL ADHESION

Appendix H
Leachate Management System CQA Data

Construction Quality Assurance Report
Johnston County C&D Landfill - Area 2 Cell 2
Smithfield, North Carolina

Raleigh District
2700 Wycliff Rd. Suite 104
Raleigh, North Carolina 27607
Telephone: [phone]

April 5, 2017

Kimberly H. Edwards
ES&J Enterprises, Inc.

RE: Material Certification for Johnston County Landfill

Ms. Edwards:

As a representative of Martin Marietta, this letter is to certify the #57 material produced and furnished by our Lemon
Springs Quarry will meet all specifications and requirements as set forth by the North Carolina Department of
Transportation. It is noted that Lemon Springs Quarry is listed on the NCDOT Approved Source List and is an active
participant in the NCDOT QC/QA Program.

Sincerely,

Kyle T Brashear

Kyle Brashear
Martin Marietta
NC East District Quality Control Supervisor

Martin Marietta Materials is providing these test results for information purposes only. There are a variety of tests that can be used in connection with determining
suitability of aggregates in specific applications and a variety of methods to mitigate potential degradation and deterioration depending upon the end use of the product
and other circumstances. Nothing in this letter or report represents or warrants (1) the reliability of the tests used herein (2) whether other tests would be more
appropriate or reliable, and/or (3) whether any mitigation factors referenced in this letter or report are effective or the most appropriate, all of which you would
determine based on the end use and other factors. MARTIN MARIETTA MATERIALS AND ITS AFFILIATES HEREBY EXCLUDES ANY AND ALL
WARRANTIES OF MERCHANTABILITY AND ALL WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE, AND ALL OTHER
WARRANTIES, EXPRESSED OR IMPLIED, AS TO THE PERFORMANCE OF ITS AGGREGATES
Materials Laboratory • PO Box 37 • 1111 East Garner Road • Garner, NC 27529 • Telephone [phone]
Typical Product Data
Mar-16
Region:MID-ATLANTIC DIVISION
Carolina East District
Quarry:Lemon Springs Quarry #44214 Telephone:[phone]
P. O. Box 247 Fax:[phone]
Rock Type:Granite
Fine Aggregate
lbs/.cu.ft.Specific Gravity
Loose Mass 81.7 Bulk SSD 2.600
Dry Rodded Unit Mass 95.4 Bulk Dry 2.555
1.5 Absorption 1.75
Sand Equivalent =47 Particle Shape Index (Method A) =46.8%
lbs/.cu.ft.Specific Gravity
Loose Mass 97.1 Bulk SSD 2.622
Dry Rodded Unit Mass 112.1 Bulk Dry 2.595
1.4 Absorption 1.03
Sand Equivalent =76 Particle Shape Index (Method A) =47.0%
Coarse Aggregate
Rodded Unit Weight Loose Unit Weight Soundness Flat and Elongated
Bulk SSD Bulk Dry Abs. %lbs/cu.ft.lbs./cu.ft.Loss, % (% by Mass) 5:1/3:1
Sodium Sulfate Individual Sieve Loss:Los Angeles Abrasion
-1 1/2" + 3/4"0.7 %Grading Percent Loss
-3/4" + 3/8"0.6 %A 19.1%
-3/8 + #4 1.2 %B 18.5%
-#4 + #8 2.2 %C 23.2%
-#8 + #16 1.6 %3 17.3%
-#16 + #30 2.2 %
-#30 + #50 3.0 %
C131 (Small-size LA Abrasion), C535 (Large-size LA Abrasion), C1252 (Particle Shape Index), D2419 Sand Equivalent), D4791 (Flat & Elongated)
Ron Loe
Lab Manager MLR-7 (1/07)
0.1 / 12.5
0.43 95.7
91.0 0.80.46 97.4
ASTM Methods: C29 (Unit Wt. In Aggregates), C88 (Sulfate Soundness), C127 (Coarse Spec, Grav.), C128 (Fine Spec. Grav.),
0.0 / 13.8
NA2.608 1.03
1.2
99.1 1.1 NA
102.1 93.4
1.4 / 15.1
NA
90.3 0.7
96.5 89.7 0.6 0.3 / 13.4
2.674 2.662
91.7 85.8 0.6
78M
ABC
Specific Gravity
0.39
2.656 2.640 0.60
2.635
Product
2.676 2.666AREA 4
57
67 2.668 2.656
Lemon Springs, NC 28355
5 2.690 2.680 0.37
Dry
Screenings
Soundness Loss =
Washed
Screenings
Soundness Loss =
Product
Specification #57
0570
#57
Plant 44214
Lemon
Springs
1 1/2" (37.5mm)100.0
1" (25mm)100.0
3/4" (19mm)93.4
1/2" (12.5mm)39.1
3/8" (9.5mm)13.5
#4 (4.75mm)2.2
#8 (2.36mm)0.8
Pan 0.00
Product Quality Summary Report
Period 01/05/2017 - 04/05/2017
1Page:ofMartin Marietta, Inc.2StonemontQC04/05/2017
Product Quality Summary Report
Period 01/05/2017 - 04/05/2017
Query Query Selections
Date Created 04/05/2017
Date Range 01/05/2017 - 04/05/2017
Plant Lemon Springs
Sample Type Shipping
2Page:ofMartin Marietta, Inc.2StonemontQC04/05/2017
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 2
HIGH-DENSITY POLYETHYLENE PIPE
High density polyethylene (HDPE) pipe is an
exceptional piping product well-suited for a broad
range of demanding applications. Tough, resilient
HDPE piping is widely used in municipal water
and sewer applications, natural gas distribution,
industrial process piping, fire water loops, mining/
slurry handling systems and many more types of
systems. With its strong, butt-fused joints and
long-term ductility, HDPE pipe can be installed in
numerous ways such as direct burial, slip-lining,
pipe-bursting, and directional drilling. As a leading
global distributor of HDPE piping systems and
fusion equipment, along with fusion and fabrication
services, ISCO Industries is your primary resource
for all of your HDPE piping needs.
Consider some of these characteristics of HDPE
Pipe:
IMPORTANT STANDARDS FOR HIGH
DENSITY POLYETHYLENE (HDPE) PIPE
As with any engineering material, there are
numerous standards and codes by which HDPE
pipe and fittings are produced, designed and
installed. Principle among these are the applicable
standards published by ASTM International
(formerly known as the American Society for
Testing and Materials). Other additional standards
and/or codes such as AWWA, DOT, API or others
may apply to specific installations or uses of
HDPE pipe as well. What follows is a partial listing
of some of the principle standards pertaining to
HDPE piping within the North American market
area.
TUBERÍA DE POLIETILENO DE ALTA DENSIDAD
La tubería de polietileno de alta densidad (HDPE) es un
producto de tubería excepcional, bien adaptado a una amplia
gama de aplicaciones exigentes. La tubería HDPE es fuerte
y elástica y es ampliamente utilizada en aguas municipales
y aplicaciones en alcantarillado, distribución de gas natural,
tubería para procesamientos industriales, sistemas de
agua contraincendios, sistemas de manejo de fangos /
minería y muchos otros tipos de sistemas. Con sus uniones
fuertes, fundidas a tope y ductilidad a largo plazo, la tubería
HDPE puede instalarse de numerosas maneras tales como
directamente enterrada, métodos de instaleionsin zanja y
perforación direccional. Como un distribuidor líder a nivel
mundial de sistemas con tubería HDPE y equipos de fusión,
junto con servicios de fusión y fabricación, ISCO Industries es
su principal recurso para todas sus necesidades en cuanto a
tubería HDPE.
Considere algunas de estas características de la tubería HDPE:
NORMAS IMPORTANTES PARA POLIETILENO DE ALTA
DENSIDAD (HDPE)
Como con cualquier material de ingeniería, hay numerosas
normas y códigos mediante los cuales la tubería y accesorios
HDPE son elaborados, diseñados e instalados. Entre estos
principios están las normas aplicables publicadas por ASTM
International (anteriormente conocida como Sociedad
Americana para el Ensayo de Materiales). Otras normas y/o
códigos adicionales como AWWA, DOT, API y otros pueden
también aplicarse a instalaciones o a usos específicos de la
tubería HDPE. Lo que sigue es una lista parcial de algunas
normas de principios pertinentes a la tubería HDPE en el área
del mercado norteamericano
• Economical
• Chemical/Corrosion
Resistant
• Zero Leak-Rate
• Hydraulically Smooth
• Fatigue and Surge
Resistant
• Long Design Life
• Tappable
• Easily Installed
• Small to Large
Diameters
• Non-Toxic, Non-
Tasting
• Lightweight
• Reliable
• Long-term strength
and ductility
• Flexible and Coil-able
• Heat Fused
• Mechanically Joined
(As Needed)
• Compatible with
other systems
• Weather Resistant
• Impact Resistant
• Freeze Resistant
• Durable
• Abrasion Resistant
• Inert
• Self-Restrained Pipe
(Monolithic)
• Listed and Approved
• Económica
• Resistente a químicos/ a la
corrosión
• Cero porciento de fugas
• Hidráulicamente suave
• Resistente a la fatiga y a
sobrecargas de presión.
• Larga vida útil
• Derivable
• Fácil de instalar
• De diámetros pequeños a
grandes
• No tóxica, no degustable
• Liviana
• Confiable
• Resistencia y ductilidad a
largo plazo
• Flexible y rebobinable
• Termo-fundida
• Unido mecánicamente (si
sea necesario)
• Compatible con otros
sistemas
• Resistente a la intemperie
• Resistente a golpes
• Resistente a la
congelación
• Durable
• Resistente a la abrasión
• Inerte
• Tubería auto-restringible
(monolítica)
• Listada y Aprobada
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 3
PIPE RESIN STANDARDS
ASTM D3350 - “Standard Specification for Polyethylene
Plastics Pipe and Fitting Materials”.
The quality of HDPE pipe starts with the resin from
which it is produced. ASTM D3350 defines the basic
physical property requirements of the polyethylene
compound that is used to make the pipe or fittings.
PIPE DIMENSIONS AND MANUFACTURING
STANDARDS
ASTM F 714 - “Standard Specification for Polyethylene
(PE) Pipe (SDR-PR) Based on Outside Diameter”.
Pipe produced in accordance with this standard is
used across a broad variety of municipal, industrial,
and various water-related applications. This standard
includes IPS, DIPS and metric sizing systems in nominal
outside diameters from 3” - 54”.
ASTM D 2513 - “Standard Specification for
Thermoplastic Gas Pressure Pipe, Tubing and Fittings”.
Polyethylene pipe and other plastics for natural gas
distribution are described in great detail in this standard.
ASTM D 3035 - “Standard Specification for Polyethylene
(PE) Plastic Pipe (DR-PR) Based on Controlled Outside
Diameter”.
Most HDPE water tubing (½” to 3”) is made to the
dimensions in this standard. This standard was revised
to include IPS sizes up through nominal 65” outside
diameter and DIPS sizes up through nominal 48” outside
diameter for municipally oriented PE pipe applications or
services.
ASTM F 2619 - “Standard Specification for High Density
Polyethylene (PE) Line Pipe”.
This standard includes HDPE pipe in sizes from ½” to
65” for various oil and gas producing applications such
as oil, dry or wet gas, multiphase fluids and non-potable
oil field water.
INSTALLATION STANDARDS
ASTM D 2321 - “Standard Practice for Underground
Installation of Thermoplastic Pipe for Sewers and Other
Gravity Flow Applications”
ASTM D 2774 - “Standard Practice for Underground
Installation of Thermoplastic Pressure Piping”
ASTM F 585 - “Standard Practice for Insertion of
Flexible Polyethylene Pipe into Existing Sewers”
ASTM F 1668 - “Standard Guide for Construction
Practices for Buried Plastic Pipe”
ASTM F 1962 - “Standard Guide for Use of
Maxi-Horizontal Directional Drilling for Placement
of Polyethylene Pipe or Conduit Under Obstacles,
Including River Crossings”
REQUISITOS DE LA RESINA DE LA TUBERÍA
ASTM D3350 – “Especificación estándar para materiales de
tubería y accesorios plásticos de polietileno”. La calidad de la
tubería HDPE empieza con la resina con la cual es elaborada.
ASTM D3350 define los requisitos básicos de las propiedades
físicas del compuesto de polietileno usado para hacer tubería y
accesorios.
REQUISITOS DIMENSIONALES Y DE FABRICACIÓN DE
LA TUBERÍA
ASTM F 714 – “Especificación estándar para la tubería (SDR-
PR) de polietileno (PE) basada en el diámetro exterior.” Esta
norma se usa para la mayoría de aplicaciones con tubería
HDPE de gran diámetro (4 a 63 pulgadas) aparte de la tubería
para gas.
ASTM D 2513 – “Especificación estándar para tubería
termoplástica de presión para gas, entubado y accesorios”. La
tubería de polietileno y de otros plásticos para la distribución
de gas natural se describen con mucho detalle en esta norma”
ASTM D 3035 –“Especificación estándar para la tubería
(DR-PR) plástica de polietileno (PE) basándose en el diámetro
exterior controlado”. La mayoría de la tubería HDPE para agua
(de 1/2 a 3 pulgadas) está hecha según dimensiones de esta
norma. Si bien, se proveen tuberías de tamaños hasta 24
pulgadas, muy poca tubería de gran diámetro se hace según
esta norma.
ASTM F 2619 ––“Especificación estándar para tubería de
conducción de polietileno (PE) de alta densidad” Esta norma
incluye la tubería HDPE con tamaños desde ½ a 65 pulgadas
para varias aplicaciones de producción de crudo y gas tales
como crudo, gas seco o húmedo, fluidos de fase múltiple y
agua no-potable de campos petrolíferos.
NORMAS DE INSTALACIÓN
ASTM D 2321 – “Práctica estándar para la instalación
subterránea de tubería termoplástica en alcantarillas u otras
aplicaciones de flujo por gravedad”
ASTM D 2774 – “Práctica estándar para la instalación
subterránea de tubería termoplástica de presión”
ASTM F 585 – “Práctica estándar para la inserción de tubería
flexible en alcantarillas existentes”
ASTM F 1668 – “Guía estándar de prácticas de construcción
para tubería plástica enterrada”
ASTM F 1962 –“Guía estándar para uso en perforación
direccional de máxima horizontalidad para la colocación
de tubería o conducto de polietileno debajo de obstáculos,
incluidos cruces de ríos”
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 4
ASTM F 2164 - “Standard Practice for Field Leak
Testing of Polyethylene (PE) Pressure Piping Systems
Using Hydrostatic Pressure”.
AMERICAN WATER WORKS ASSOCIATION
STANDARDS
ANSI/AWWA C 901 - “Polyethylene Pressure Pipe
and Tubing, .5 in. (13 mm) Through 3 in. (76 mm) for
Water Service”
ANSI/AWWA C 906 - “Polyethylene Pipe and
Fittings, 4 in. (100 mm) through 63 in.
(1,575 mm) for Water Distribution”
PIPE JOINING STANDARDS
ASTM F 2620 - “Standard Practice for Heat Fusion of
Polyethylene Pipe and Fittings”
ASTM D 2657 - “Standard Practice of Heat Fusion
Joining of Polyolefin Pipe and Fittings”
ASTM F 1290 - “Standard Practice for Electrofusion
Joining Polyolefin Pipe and Fittings”
FITTING STANDARDS
ASTM D 3261 - “Standard Specification for Butt
Heat Fusion Polyethylene (PE) Plastic Fittings for
Polyethylene (PE) Plastic Pipe and tubing”
ASTM F 1055 - “Standard Specification for
Electrofusion Fittings for Outside Diameter Controlled
Polyethylene Pipe and Tubing”
ASTM F 1759 - “Standard Practice for Design of
High Density Polyethylene (HDPE) Manholes for
Subsurface Applications”
ASTM F 2206 - “Standard Specification for
Fabricated Fittings of Butt-Fused Polyethylene (PE)
Plastic Pipe, Fittings, Sheet Stock, Plate Stock or
Block Stock”
CANADIAN STANDARDS ASSOCIATION
CAN/CSA 137 - “Thermoplastic Pressure Piping
Compendium”
OTHER USEFUL REFERENCES
Handbook of Polyethylene Pipe, A publication of the
Plastics Pipe Institute (www.plasticpipe.org)
AWWA M55, PE Pipe - Design and Installation, A
Manual of Water Supply Practices published by the
American Water Works Association
ASTM F 2164 -“Práctica estándar para la prueba de fugas
sobre el terreno de los sistemas presurizados con tubería de
polietileno (PE) mediante presión hidrostática”
NORMAS DE LA ASOCIACIÓN AMERICANA DE
DISTRIBUCIÓN DE AGUA
ANSI/AWWA C 901-2005 - “Tubo y tubería de presión de
polietileno, 0,5 pulgadas (13mm) hasta 3 pulgadas (76mm) para
servicios de agua”
ANSI/AWWA C 906-2006 - “Tubería y accesorios de
polietileno, de 4 pulgadas (100mm) hasta 63 pulgadas
(1.575mm) para distribución de agua”
NORMAS PARA LA UNIÓN DE TUBERÍAS
ASTM F 2620 -“Práctica estándar para la termo-fusión de
tubería y accesorios de polietileno”
ASTM D 2657 -“Práctica estándar para unión por termo-fusión
de tubería y accesorios de polietileno”
ASTM F 1290 -“Práctica estándar para unión por electro-fusión
de tubería y accesorios de poliolefina”
NORMAS PARA ACCESORIOS
ASTM D 3261 - “Especificación estándar para Polietileno de la
Fusión de Calor del Extremo (PE) Accesorios de Plástico para
Polietileno (PE) Tubo de Plástico y tubería”
ASTM F 1055 -“Especificación estándar para la electro-fusión
de accesorios para tubo y tubería de polietileno de diámetro
externo controlado”
ASTM F 1759 -“Práctica estándar para el diseño de entradas
a alcantarillas de polietileno de alta densidad (HDPE) para
aplicaciones bajo superficie”
ASTM F 2206 -“Especificación estándar para accesorios
fabricados de tubería plástica de polietileno (PE) fundida
a tope, accesorios, reservas de láminas de planchas y de
bloques”
ASOCIACIÓN DE NORMAS CANADIENSES
CAN/CSA 137 - “Compendio de tubería termoplástica de
presión”
OTRAS REFERENCIAS ÚTILES
Manual de tubería de polietileno, una publicación del instituto
de tubería plástica (www.plasticpipe.org)
AWWA M55, Tubería PE - Diseño e instalación, un manual
de prácticas de abastecimiento de agua publicado por la
asociación americana de abastecimiento de agua.
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 6
SPECIFICATIONS FOR HDPE PIPE
Polyethylene piping systems are defined or specified
using two important criteria: the ASTM D 3350 cell
classification and the ASTM F 412 thermoplastic piping
material designation code. For many years, the ASTM
D 3350 cell classification consisted of a series of six
digits followed by one letter, shown in Table 1. The
six digits equate to the specified level of performance
required in six separate physical properties defined
within the standard. The final letter specifies the color
or UV-resistance requirement. ASTM D 3350 also
includes a requirement for testing the resistance of
the polyethylene compound to the oxidative effects
of chlorine. The six digits and one letter are now
supplemented by a chlorine resistance categorization.
Taken together the D 3350 cell classification establishes
a minimum range of technical performance for the PE
compound used to produce the pipe.
The F 412 thermoplastic piping material designation
code further defines the performance requirement of
the pipe produced from a particular PE compound. This
code consists of an abbreviation for the basic material
as defined within the ASTM standards. The standardized
abbreviation for polyethylene is the term “PE”. This
basic polymer designation is then followed by a series of
four digits. The first two digits relate directly to specific
physical properties for the compound as defined within
ASTM D 3350. The last two digits are the long-term
hydrostatic stress rating as recommended by the
Hydrostatic Stress Board of the Plastic Pipe Institute in
hundreds of psi. The long-term hydrostatic stress rating
is the hydrostatic design basis (HDB) multiplied by the
appropriate design factor (DF).
So the thermoplastic piping material designation code
follows the form below.
PEXYZZ, the format of the thermoplastic material
designation code for PE pipe
Where: PE indicates polyethylene
X is the characteristic density range
for the compound used to make the
pipe as defined within ASTM D3350
Y is the characteristic slow crack
growth resistance range for the
compound used to make the pipe as
defined within ASTM D3350
ZZ is the long-term hydrostatic stress
at 73°F, expressed in hundreds of psi
ESPECIFICACIONES PARA LA TUBERÍA HDPE
Los sistemas de tubería de polietileno se definen o
especifican usando dos importantes criterios: La célula de
clasificación de ASTM D 3350 y el código de designación de
material termoplástico para tubería ASTM F 412. El ASTM D
3350 consiste en una serie de seis dígitos seguidos por una
letra. Los seis dígitos corresponden al nivel especificado del
desempeño requerido en seis propiedades físicas separadas
definidas dentro de la norma. La letra final especifica el color
o la resistencia a los UV que se exige. Todo Junto la célula
de clasificación D 3350 establece un margen mínimo de
desempeño técnico para el compuesto de PE usado para
elaborar la tubería
El código F 412 de designación de material termoplástico
para tubería define mejor la exigencia al desempeño de
la tubería elaborada a partir de un compuesto de PE en
particular. Este código consiste en una abreviación del
material básico según se lo define en las normas ASTM. La
abreviación estandarizada para el polietileno es “PE” Esta
designación básica del polímero es seguida de una serie
de cuatro dígitos. Los primeros dos dígitos se relacionan
directamente con propiedades físicas específicas del
compuesto según lo definido en ASTM D 3350. Los últimos dos
dígitos representan la tasa de fatiga hidrostática a largo plazo
según lo recomendado por la junta para la fatiga hidrostática
del instituto de tubería plástica en cientos de PSI. La tasa
de la fatiga hidrostática a largo plazo es igual a la base del
diseño hidrostático (HDB) multiplicado por el factor de diseño
apropiado (DF)
Así el código de designación del material de la tubería
termoplástica sigue la forma indicada abajo:
PEXYZZ, El formato del material termoplástico código
designación de tubos PE.
Donde: PE - significa polietileno
X - es el margen de la densidad
característica del compuesto usado para
hacer la tubería según lo definido en
ASTM D3350
Y - es el margen de la resistencia al
crecimiento lento de fisuras característico
del compuesto usado para hacer la tubería
según lo definido en ASTM D3350
ZZ - es la fatiga hidrostática a largo plazo a
230°F expresado en cientos de PSI
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 7
Historically, the market for PE pipe was dominated
by essentially two primary thermoplastic material
designation codes. These were PE2406 and PE3408. In
2005, changes were made to ASTM D 3350 to allow for
the identification and integration of much higher levels
of technical performance in PE piping materials within
the North American standards system. This resulted
in a temporary proliferation of PE thermoplastic piping
material designation codes. Today, we still have a fairly
broad selection of material designation codes for PE
piping systems throughout the marketplace. However,
for all practical purposes, the market for PE pipe is
characterized by the three common thermoplastics
materials designation codes.
PE2708 - This piping product is produced from a
medium density compound as defined in the current
version of D3350 and is widely used in natural gas
distribution and some specialty applications
PE3608 - This piping product is the legacy product
resulting from the old PE3408 thermoplastic piping
material designation code that was so widely specified
and used prior to 2005. It is not uncommon today to see
these piping products dual labeled PE3408/PE3608.
PE4710 - This piping product designation represents the
culmination of years of technical research on polymer
performance in PE piping and offers the designer or
end-user exceptional levels of pipe system performance.
For example, the PE4710 piping products support a
higher long-term hydrostatic stress rating making the
pressure rating for a given wall thickness of pipe 25%
higher than a comparable PE3608 piping product.
By the same token, these piping products exhibit a
significantly higher resistance to slow crack growth.
Given the exceedingly high technical performance of
the PE4710 piping products it is no surprise that they
meet or exceed all of the technical requirements of the
PE3408 or PE3608 piping products. For this reason is
not uncommon to see these piping product dual labeled
as PE3408/PE4710 or even triple labeled as PE3408/
PE3608/PE4710.
Históricamente, el mercado de la tubería PE estaba
dominado esencialmente por dos códigos principales de
designación del material termoplástico. Estos eran PE2406
y PE3408. En el 2005, se hicieron cambios al ASTM D 3350
para permitir, dentro del sistema de normas norteamericanas,
la identificación e integración de niveles mucho más elevados
de desempeño técnico en lo materiales de PE. Esto dio
como resultado una proliferación provisional de los códigos
de designación del material de la tubería termoplástica de
PE. Hoy, aún tenemos una muy amplia selección de códigos
de designación de material para sistemas de tubería de PE
por todo el mercado. Sin embargo, para efectos prácticos,
el mercado de la tubería de PE está caracterizado por tres
códigos de designación de material termoplástico de uso
corriente.
PE2708 - Este producto para tubería es producido a partir
de un compuesto de media densidad según lo definido
en la versión actual del D3350 y es ampliamente usado en
la distribución de gas natural y en algunas aplicaciones
especializadas.
PE3608 - Este producto para tubería es un producto heredado
y resultado del antiguo código PE3408 de designación del
material de la tubería termoplástica que fue ampliamente
especificado y usado antes del 2005. No es inusual hoy en día
ver estos productos para tubería con doble etiqueta PE3408/
PE3608.
PE4710 - Esta designación de producto para tubería
representa la culminación de años de investigación técnica en
desempeño del polímero en tubería de PE y ofrece al diseñador
o al usuario final niveles excepcionales de desempeño de
sistemas de tubería. Por ejemplo, los productos PE4710
para tubería soportan un régimen nominal más alto de fatiga
hidrostática a largo plazo haciendo que la capacidad de
presión para un espesor dado de pared sea 25% más elevada
que un producto PE3608 para tubería comparable. De la misma
manera, estos productos para tubería exhiben una resistencia
significativamente más elevada al crecimiento lento de fisuras.
Dado el desempeño técnico sumamente alto de productos
PE4710 para tubería no es de sorprenderse que cumplen
y exceden todas las exigencias técnicas de los productos
PE3408 o PE3608 para tubería. Por esta razón no es inusual
ver estos productos de tubería con doble etiqueta como
PE3408/PE4710 e incluso con triple etiqueta PE3408/PE3608/
PE4710.
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 8
Table 1 provides a summary of the different ASTM D 3350 cell classification for each of these materials based on these three
primary thermoplastic piping material designation codes.
It should be noted that other PE thermoplastics piping material designation codes do exist and may be encountered in the
market place occasionally. However, the three primary PE thermoplastic piping material designations codes of Table 1 represent
the principle PE piping products in the market today. For more information regarding these other thermoplastic piping material
designation codes, please contact your ISCO sales professional.
Table 3 below provides a simplification of Table 1 and illustrates the relative ease with which PE piping products may be
specified. Using this approach allows the designer or specified to accurately designate the appropriate PE piping product through
the use a single thermoplastic piping material designation code and a relatively simple text string that establishes the physical
property requirements for seven key performance properties.
The selected thermoplastic piping material designation code and minimum cell classification is then combined with the
appropriate production and installation standards to effectively specify a tough, durable PE piping system. ISCO Industries can
provide model specifications for a wide range of PE pipe applications. These model specifications are available at
www.isco-pipe.com or by contacting your ISCO sales professional.
Table 1: Typical Cell Classification by Current Thermoplastic Piping Material Designation Code
Physical Property ASTM Test Method Units
PE2708 PE3608 PE4710
Cell Number Typical Value Cell Number Typical Value Cell Number Typical Value
Density D 1505 gr/cc 2 >0.925 - 0.940 3 >0.940 - 0.947 4 >0.947 - 0.955
Melt Index D 1238 gr/10 min 3 <0.4 - 0.15 4 <0.15 4 <0.15
Flexural
Modulus D 790 psi 3 40,000 -
<80,000 5 110,000 -
<180,000 5 110,000 -
<180,000
Tensile Strength D 638 psi 3 2,600 - <3,000 4 3,000 - <3,500 4 3,000 - <3,500
Resistance to
Slow Crack
Growth
F 1473 hours 7 500 minimum 6 100 minimum 7 500 minimum
Hydrostatic Design Basis,
HDB
D 2387 psi 3 1250 4 1600 4 1600
UV Stabilizer D 1603 %E Colored with UV Stabilizer C 2% Min Carbon Black C 2% Min Carbon Black
Notes:
1. The density provided is base resin density (without the influence of carbon black). Typical PE4710 HDPE pipe has a density of 0.956 to 0.964 with carbon black.
2. To be designated a PE4710, the pipe resin must meet certain supplementary requirements established by the Stress Board (HSB) of the Plastics Pipe Institute (PPI).
Table 2: ASTM D3350 Chlorine Resistance Testing Categorization
Categorization Test Stress 2.48 MPa (360 psi) Time (h) Test Stress 2.76 MPa (400 psi) Time (h) Test Stress 3.10 MPa (450 psi) Time (h)
CC0 Unspecified Unspecified Unspecified
CC1 2700 1900 1900
CC2 7400 5100 3400
CC2 16 200 11 100 7400
Table 3: Representative Minimum Cell Classification by Thermoplastic Piping Material Designation Code
Thermoplastic Piping Material
Designation Code
Minimum Cell Classification
Per ASTM D3350
PE2708 233373E
PE3608 345464C
PE4710 445474C
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 9
La tabla 1 da un resumen de la diferente clasificación de célula según ASTM D 3350 para cada uno de estos materiales basándose en los tres códigos principales de designación del material de la tubería termoplástica.
Tabla 1: Clasificación típica de la célula por el código actual de designación del material de la tubería termoplástica.
Propiedades físicas Método de prueba ASTM Unidades
PE2708 PE3608 PE4710
Número de célula Valor típico Número de célula Valor típico Número de célula Valor típico
Densidad D 1505 gr/cc 2 >0.925 - 0.940 3 >0.940 - 0.947 4 >0.947 - 0.955
Índice de fundición D 1238 gr/10 min 3 <0.4 - 0.15 4 <0.15 4 <0.15
Módulo de
flexión D 790 psi 3 40,000 -
<80,000 5 110,000 -
<180,000 5 110,000 -
<180,000
Resistencia a la
tracción D 638 psi 3 2,600 - <3,000 4 3,000 - <3,500 4 3,000 - <3,500
Resistencia al crecimiento
lento de fisuras
F 1473 hours 7 500 min 6 100 min 7 500 min
Base del diseño hidrostático, HDB D 2387 psi 3 1250 4 1600 4 1600
Estabilizador UV D 1603 %E
Coloreado con
estabilizador UV C 2% minimo carbon negro C 2% minimo carbon negro
Notas:
1. La densidad provista es la densidad de la resina base (sin la influencia del negro de carbón). La tubería HDPE PE4710 típica tiene una densidad de 0,956 a 0,964 con
negro carbón.
2. Para ser designado como un PE4710, la resina del tubo debe cumplir ciertos requisitos suplementarios establecidos por la junta de la fatiga hidrostática (HSB) del instituto de tubería plástica (PPI).
Debe notarse que existen otros códigos de designación para el material de la tubería termoplástica de PE y de cuando en
cuando pueden encontrarse en el mercado. Sin embargo, los tres códigos principales de designación del material de la tubería
termoplástica de la tabla 1 representan el principio de los productos de la tubería PE en el mercado actual. Para más información
referente a estos otros códigos de designación de material termoplástico para tubería, por favor póngase en contacto con
profesional de ventas de ISCO.
La tabla 3 de abajo es una simplificación de la tabla 1 e ilustra la relativa facilidad con la cual los productos para tubería PE
pueden ser especificados. El uso de esta aproximación permite al diseñador o al que especifica designar con precisión el producto
apropiado para tubería PE mediante el uso de un simple código de designación de material de la tubería termoplástica y una
cadena de texto relativamente simple que establece los requisitos de las propiedades físicas para siete claves de desempeño.
El código de designación del material de la tubería termoplástica y la clasificación mínima de célula se combinan luego con
las normas apropiadas de producción e instalación para especificar eficazmente un sistema de tubería PE fuerte y durable. ISCO
Industries puede proveer especificaciones modelos para una amplia gama de aplicaciones de tubería PE. Estas especificaciones
modelo están disponibles en www.isco-pipe.com o al ponerse en contacto con su profesional de ventas de ISCO.
Tabla2: ASTM D3350 Cloro pruebas de resistencia categorización
Categorización Prueba de esfuerzo 2.48 MPa (360 psi) Tiempo (h)Prueba de esfuerzo 2.76 MPa (400 psi) Tiempo (h)Prueba de esfuerzo 3.10 MPa (450 psi) Tiempo (h)
CC0 sin especificar sin especificar sin especificar
CC1 2700 1900 1900
CC2 7400 5100 3400
CC2 16 200 11 100 7400
Tabla 3: Representante de Clasificación de la célula mínima por termoplástico tuberías de materiales Código Denominación
Termoplástico tuberías de materiales Código Denominación Clasificación celular Mínimo Según ASTM D3350
PE2708 233373E
PE3608 345464C
PE4710 445474C
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 10
HDPE FITTINGS
Polyethylene Pressure Ratings for Molded and
Fabricated Fittings
There are two basic methods of creating most HDPE
fittings, either by injection molding or by fabricating
from pipe or cylinders. Molded fittings are typically fully
pressure rated, since the body of the molded fitting is
thicker (extra material around the OD, except at the
ends) than the pipe to provide additional strength and
maintain the intended pressure rating. Fittings that
are typically made by injection molding are 90 degree
elbows, 45 degree elbows, tees, reducers, end caps and
flange adapters. Molded fittings are typically available
in 12” and smaller sizes due to cost and processing
reasons.
Fabricated elbows or ells have a reduced pressure
rating because the miter cut and weld create an effective
diameter change at that point. Stress is increased
because of changes in flow direction. The larger the
angle of the miter cut, the greater the stress and the
greater the need to decrease the pressure rating to
maintain an adequate safety factor, typically accepted
as 2 to 1.
In the past, a standard 25% derating for HDPE elbows
has commonly been used throughout the industry. With
the advent of elbows made with larger miter angles (i.e.
3 segment 90/2 segment 45) and new resins, a more
systematic approach was needed. The American Society
of Mechanical Engineers offers an equation within the
process piping code B31.3. In section 304.2, equations
4a and 4b are used to determine pressure ratings of
mitered elbows. For HDPE piping, the pressure rating
is based on three criteria: the miter angle, the resin’s
material properties (Pipe Design Stress), and the wall
thickness.
The outputs of these equations result in the pressure
rating charts that are shown in Table 3 and the margins
of the pages of this catalog for each style elbow. In a
couple of instances, the listed pressure ratings are 2-3%
higher than the calculated values so that, for simplicity
in ordering, they will match an existing pressure rating of
a pipe with a higher DR (thinner wall). This is justifiable
when you consider the majority of pipe comes with an
average wall thickness that 3 to 6% greater than the
required minimum wall. Also, rarely is a pipe system
designed so that it operates consistently at 98% or
greater of full pipe pressure rating.
ACCESORIOS HDPE
Capacidades de presión del polietileno para accesorios moldeados o fabricados
Hay dos métodos básicos para elaborar la mayoría de
accesorios HDPE, sea mediante moldeo por inyección o por
fabricación a partir de tubería o cilindros. Los accesorios
moldeados están normalmente categorizados para la presión
máxima, ya que el cuerpo del accesorio moldeado es más
grueso (material extra alrededor del diámetro externo,
excepto en los extremos) que la tubería lo que proporciona
una resistencia adicional y mantiene la capacidad de presión
esperada. Los accesorios normalmente hechos mediante
moldeo por inyección son los codos de 90°, codos de 45°,
TES, reductores, tapas de extremo y adaptadores de brida.
Los accesorios moldeados están normalmente disponibles en
tamaños de 12 pulgadas y más pequeños por razones de costo
y de procesamiento.
Los codos o piezas en L fabricados tienen una capacidad de
presión reducida debido a que el corte a inglete y la soldadura
generan en este punto un cambio en el diámetro efectivo.
La fatiga aumenta debido a los cambios en la dirección del
flujo. Mientras mayor es el ángulo del corte a inglete mayor
es la fatigas y mayor la necesidad de disminuir la capacidad
de presión para mantener un factor de seguridad adecuado,
normalmente aceptado como 2 a 1.
En el pasado, una reducción estándar del 25% de la
capacidad para codos HDPE fue comúnmente usada en toda la
industria. Con el advenimiento de codos hechos con ángulos a
inglete mayores (por ejemplo 3 segmentos en 90/2 segmentos
en 45) y con nuevas resinas, fue necesario hacer un enfoque
más sistemático. La Sociedad Americana de Ingenieros
Mecánicos ofrece una ecuación en el código de tubería de
procesamiento (B31.3) En la sección 304.2, las ecuaciones 4a y
4b son usadas para determinar las capacidades de presión de
codos a inglete. Para la tubería HDPE, la capacidad de presión
se basa en tres criterios: el ángulo a inglete, las propiedades
del material de la resina (fatiga de diseño de la tubería), y el
grosor de la pared.
Los resultados de estas ecuaciones dan la capacidad de
presión que se muestra en la tabla 3 y en los márgenes de las
páginas de este catálogo para cada estilo de codo. En un par
de ejemplos, las capacidades de presión listadas son 2-3%
más altas que los valores calculados para que, y por simplificar
el pedido, se acomodarán con la capacidad de presión
existente de una tubería con una DR más alta (pared más
delgada). Esto es justificable cuando considera que la mayoría
de la tubería viene con un espesor promedio de la pared
que es 3-6% mayor que la pared mínima exigida. También,
raramente un sistema de tubería es diseñado para que funcione
constantemente al 98% o más de la capacidad de presión
máxima del tubo.
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 11
The standard ISCO warranty applies to all fittings at
the listed ratings we publish in this catalog version.
Other fittings such as tees and wyes do not have
formulas to account for the pressure ratings. Recently,
computer modeling of fittings has served to confirm or
contradict historical/legacy rating of fittings. Fabricated
tees have typically held a .75 derating factor in the
past, but as with elbows, the strength of the fitting is
affected by the wall thickness. Tees made from DR 13.5
or thinner have a derating factor of .65. Crosses are
of similar form and function, so for DR 11 and thicker
crosses, the derating factor will be .5, while thinner walls
will have a .4 derating factor. Wyes have had a historical/
legacy derating factor in the industry of .6 but computer
modeling has confirmed they should be considered
much weaker, so a derating factor of .33 has been
applied.
DR, PRESSURE RATING, AND AVAILABLE SIZE
In the DR chart, those items listed in blue are
standard. Those in gray are considered non-standard
and availability may be limited. Those not listed are not
available for that fitting style.
La garantía estándar de ISCO se aplica a todos los
accesorios en las capacidades listadas que publicamos en esta
versión del catálogo.
Otros accesorios como TES Y YES no tienen fórmulas que
tengan en cuenta las capacidades de presión. Recientemente,
el modelado de los accesorios ha servido para confirmar o
contradecir la capacidad histórica/heredada de los accesorios.
Las TES fabricadas mantuvieron normalmente una reducción
del .75 de la capacidad en el pasado, pero al igual que con los
codos, la resistencia del accesorio es afectada por el espesor
de la pared. Las TES hechas con una DR del 13,5 o menor
están ahora reducidas su capacidad en un .65. Las crues son
de forma y función similar, de modo que para piezas en cruz
DR11 o más gruesas, el factor de reducción de la capacidad
será del .5, mientras que en las de paredes más delgadas será
del .4. Las YES, han tenido una reducción histórica/heredada
de la capacidad del .6 en la industria, pero la modelización ha
confirmado que deberían ser consideradas más débiles, así
que ha sido aplicado un factor de reducción de la capacidad
del .33.
DR, Presión de servicio y disponible
En el gráfico dr, esos elementos en azul son estándar.
Los que están en gris son considerados no-estándar y la
disponibilidad pueden ser limitados. Aquellos que no figuran no
están disponibles para que el estilo apropiado.
DR 17 11 9 7
Pressure Rating
Resistencia a la Presión 71 psi 126 psi 164 psi 229 psi
DR 32.5 26 21 17 15.5 13.5 11 9 7
Pressure Rating
Resistencia a la Presión 31 psi 41 psi 54 psi 71 psi 81 psi 96 psi 126 psi 164 psi 229 psi
ISCO supplied 13 miles of HDPE to help bring
adequate water supply to Navajo Nation in the
Southwest.
ISCO suministró 13 millas de tubería HDPE para poder
suministrar agua en forma adecuada a la Nación Navajo en el
suroeste.
www.isco-pipe.com/Navajo
ISCO IN ACTION
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 12
Elbows fabricated with 11.25 mitered cuts
• Including 5-segment 90° mitered bend, 3-segment 45°
mitered bend, and 22.5° mitered
bend
Codos fabricados con cortes a
inglete de 11,25
• Incluyendo curva a inglete a 90° y 5 segmentos, curva a inglete a 45° y 3 segmentos y curva a inglete a 22,5°
DR Derating Factor:
Reducción de potencia factor
7 .82
9 .80
11 .78
13.5 .76
15.5 .75
17 .74
21 .72
26 .69
32.5 .67
Elbows fabricated with 22.5 mitered cuts
• Including 3-segment 90° mitered bend and 2-segment 45° mitered
bend
Codos fabricados con cortes a
inglete a 22,5°
• Incluyendo curva a inglete a 90° y 3 segmentos y curva a inglete a 45° y 2 segmentos
DR Derating Factor:
Reducción de potencia factor
7 .69
9 .66
11 .63
13.5 .60
15.5 .59
17 .57
21 .55
26 .52
32.5 .49
Tees-Fabricated Te Fabricadas DR Derating Factor:
Reducción de potencia factor
7, 9, 11 .75
13.5 - 32.5 .65
Branch Saddle
Reducing Tee
TE reductora con silleta ramal DR Derating Factor: Reducción de potencia factor
7 - 32.5 1
Crosses-Fabricated Cruz – Fabricadas DR Derating Factor: Reducción de potencia factor
7, 9, 11 .60
13.5 - 32.5 .50
Lateral Wyes-Fabricated YES laterales - Fabricadas DR Derating Factor:
Reducción de potencia factor
7, 9, 11 .33
13.5 - 32.5 .33
Caps- Fabricated Flat,
Non-Molded
• Fully pressure-rated caps are
typically available to match pipe
in all DR’s up to 24”. Larger caps may have reduced capacity-verify pressure requirements at time of order.
Tapas planas- Fabricadas,
No moldeadas• Las tapas clasificadas para presión máxima están normalmente
disponibles para que encajen con
tubería de todas las DR (relación
dimensional) hasta 24 pulgadas. Tapas más grandes pueden haber reducido los requisitos de presión
de capacidad a verificar al momento
del pedido.
DR Derating Factor: Reducción de potencia factor
7 - 32.5 *conditional
Plastic Blind Flanges
HDPE/PVC
• Blind Flanges are available in 1”
thick as standard with limited ranges of full pressure capacity. Some additional thickness options are
available. Larger blinds likely have
reduced capacity-verify pressure
requirements at time of order.
Bridas ciegas plásticas HDPE/PVC• Las bridas ciegas están disponibles en espesores de 1 pulgada como
estándar con capacidad de presión
máxima de intervalos limitados. Están disponibles algunas opciones con espesores adicionales. Las bridas ciegas más grandes tienen
probablemente una reducida capaci-
dad – verifique los requisitos de la presión al momento del pedido.
DR Derating Factor: Reducción de potencia factor
7 - 32.5 *conditional
Cleanout Fittings HDPE
• Cleanout Fittings are used in gravity
flow applications and are only de-
signed for preventing the intrusion of ambient environment into the pipe.
Accesorios HDPE de limpieza
• Los accesorios de limpieza se usan
en aplicaciones de flujo por grave-
dad y están diseñados solamente para evitar la intromisión en la tubería del entorno medio ambiental.
DR Derating Factor:
Reducción de potencia factor
7 - 32.5 0
Table 4: Derating Factors for Fabricating Fittings For HDPE fittings made from pipe with no additional reinforcement
Tabla 4: Factores de reducción de capacidad para los accesorios fabricadosPara los accesorios de HDPE hechos de tubería sin refuerzo adicional.
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 14
HDPE PIPE SIZES
IPS PE3608 AND PE4710
Tamaños HDPE tuberías
IPS PE3608 y PE4710
DR 7 7.3 9
PE3608 Pressure Rating
Resistencia a la Presión 267 psi 254 psi 200 psi
PE4710 Pressure Rating
Resistencia a la Presión 333 psi 317 psi 250 psi
Nom. OD
DE Nominal
(in)
Actual OD
DE Actual
(in)
Min WallEspesor Mini-
mo de Pared
(in)
Avg ID
DI Promedio
(in)
Weight
Peso
(lb/ft)
Min WallEspesor Mini-
mo de Pared
(in)
Avg ID
DI Promedio
(in)
Weight
Peso
(lb/ft)
Min WallEspesor Mini-
mo de Pared
(in)
Avg ID
DI Promedio
(in)
Weight
Peso
(lb/ft)
¾ 1.05 0.15 0.732 0.19 0.144 0.745 0.18 0.117 0.803 0.15
1 1.32 0.188 0.917 0.291 0.18 0.933 0.281 0.146 1.005 0.235
1¼ 1.66 0.237 1.157 0.463 0.227 1.178 0.45 0.184 1.269 0.374
1½ 1.9 0.271 1.325 0.607 0.26 1.348 0.59 0.211 1.452 0.49
2 2.38 0.339 1.656 0.95 0.325 1.685 0.92 0.264 1.816 0.77
3 3.5 0.5 2.44 2.06 0.479 2.484 1.99 0.389 2.676 1.664
4 4.5 0.643 3.137 3.402 0.616 3.193 3.29 0.5 3.44 2.751
5 5.375 0.768 3.747 4.85 0.736 3.814 4.68 0.597 4.109 3.92
5 5.563 0.795 3.878 5.2 0.762 3.947 5.022 0.618 4.253 4.204
6 6.625 0.946 4.619 7.374 0.908 4.701 7.13 0.736 5.064 5.963
7 7.125 1.018 4.967 8.49 0.976 5.056 8.23 0.792 5.447 6.89
8 8.625 1.232 6.013 12.498 1.182 6.12 12.07 0.958 6.593 10.11
10 10.75 1.536 7.494 19.416 1.473 7.628 18.75 1.194 8.218 15.7
12 12.75 1.821 8.889 27.312 1.747 9.047 26.38 1.417 9.747 22.085
14 14 2 9.76 32.93 1.918 9.934 31.81 1.556 10.702 26.63
16 16 2.286 11.154 43.01 2.192 11.353 41.55 1.778 12.231 34.78
18 18 2.571 12.549 54.435 2.466 12.773 52.58 2 13.76 44.02
20 20 2.857 13.943 67.203 2.74 14.192 64.91 2.222 15.289 54.342
22 22 3.143 15.337 80.591 3.014 15.611 78.55 2.444 16.818 65.754
24 24 3.429 16.731 95.916 3.288 17.03 93.48 2.667 18.347 78.25
26 26 --- --- --- 3.562 18.449 110.769 2.889 19.876 92.535
28 28 --- --- --- --- --- --- 3.111 21.404 107.312
30 30 --- --- --- --- --- --- 3.333 22.933 123.183
32 32 --- --- --- --- --- --- 3.556 24.462 140.183
34 34 --- --- --- --- --- --- 3.778 25.991 132.411
36 36 --- --- --- --- --- ---4 27.52 177.399
42 42 --- --- --- --- --- --- --- --- ---
48 48 --- --- --- --- --- --- --- --- ---
54 54 --- --- --- --- --- --- --- --- ---
63 62.99 --- --- --- --- --- --- --- --- ---
65 65 ------ --- --- --- --- --- --- ---
1. Las presiones están basadas en el uso de agua a 23°C (73°F)
2. El diámetro interno promedio calculado el diámetro externo nominal y la pared
mínima más 6% para uso la estimación de flujos de fluidos. El diámetro interno real variará.3. Otros tamaños o DR de tubería pueden estar disponibles bajo pedido. 4. Longitudes estándar
• 40 pies para 2 -24 pulgadas
• 50 pies para 26 pulgadas o mayores• Bobinas disponibles para ¾ a 6 pulgadas (8 pulgadas para pedidos especiales)
1. Pressures are based on using water at 23°C (73°F).
2. Average inside diameter calculated using nominal OD and minimum wall plus
6% for use in estimating fluid flows. Actual ID will vary.3. Other piping sizes or DR’s may be available upon request.4. Standard Lengths: • 40’ for 2”-24”
• 50’ for 26” and larger
• Coils available for ¾ - 4” (6” by special order)
IPS For reference only. Actual dimensions may vary.Solo para referencia. Las dimensiones reales pueden variar.
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 15
HDPE PIPE SIZES
IPS PE3608 AND PE4710
Tamaños HDPE tuberías
IPS PE3608 y PE4710
DR 11 13.5 15.5
PE3608 Pressure Rating
Resistencia a la Presión 160 psi 128 psi 110 psi
PE4710 Pressure Rating
Resistencia a la Presión 200 psi 160 psi 138 psi
Nom. OD
DE Nominal
(in)
Actual OD
DE Actual
(in)
Min WallEspesor Mini-
mo de Pared
(in)
Avg ID
DI Promedio
(in)
Weight
Peso
(lb/ft)
Min WallEspesor Mini-
mo de Pared
(in)
Avg ID
DI Promedio
(in)
Weight
Peso
(lb/ft)
Min WallEspesor Mini-
mo de Pared
(in)
Avg ID
DI Promedio
(in)
Weight
Peso
(lb/ft)
¾ 1.05 0.095 0.848 0.13 --- --- --- --- --- ---
1 1.32 0.12 1.062 0.2 --- --- --- --- --- ---
1¼ 1.66 0.151 1.34 0.314 --- --- --- --- --- ---
1½ 1.9 0.173 1.534 0.411 --- --- --- --- --- ---
2 2.38 0.216 1.917 0.642 0.176 2.002 0.534 0.153 2.05 0.47
3 3.5 0.318 2.825 1.395 0.259 2.95 1.16 0.226 3.021 1.02
4 4.5 0.409 3.633 2.31 0.333 3.793 1.92 0.29 3.885 1.687
5 5.375 0.489 4.339 3.29 0.398 4.531 2.73 0.347 4.64 2.4
5 5.563 0.506 4.491 3.523 0.412 4.689 2.928 0.359 4.802 2.58
6 6.625 0.602 5.348 5 0.491 5.585 4.152 0.427 5.719 3.656
7 7.125 0.648 5.752 5.78 0.528 6.006 4.8 0.46 6.15 4.21
8 8.625 0.784 6.963 8.47 0.639 7.271 7.04 0.556 7.445 6.197
10 10.75 0.977 8.678 13.16 0.796 9.062 10.932 0.694 9.28 9.626
12 12.75 1.159 10.293 18.51 0.944 10.748 15.38 0.823 11.006 13.53
14 14 1.273 11.302 22.32 1.037 11.801 18.54 0.903 12.085 16.31
16 16 1.455 12.916 29.15 1.185 13.487 24.22 1.032 13.812 21.3
18 18 1.636 14.531 36.89 1.333 15.173 30.651 1.161 15.538 26.95
20 20 1.818 16.145 45.541 1.481 16.859 37.84 1.29 17.265 33.28
22 22 2 17.76 55.105 1.63 18.545 45.79 1.419 18.991 39.712
24 24 2.182 19.375 65.58 1.778 20.231 54.49 1.548 20.717 47.92
26 26 2.364 20.989 77.44 1.926 21.917 64.261 1.677 22.444 56.532
28 28 2.545 22.604 89.785 2.074 23.603 74.522 1.806 24.17 65.563
30 30 2.727 24.218 103.076 2.222 25.289 85.543 1.935 25.897 75.264
32 32 2.909 25.833 117.285 2.37 26.975 97.324 2.065 27.623 85.672
34 34 3.091 27.447 132.411 2.519 28.661 109.905 2.194 29.35 96.714
36 36 3.273 29.062 148.454 2.667 30.347 123.208 2.323 31.076 108.424
42 42 --- --- --- 3.111 35.404 167.675 2.71 36.255 147.568
48 48 --- --- --- --- --- --- 3.097 41.435 192.774
54 54 --- --- --- --- --- --- 3.484 46.614 243.921
63 62.99 --- --- --- --- --- --- --- --- ---
65 65 ------ --- --- --- --- --- --- ---
1. Las presiones están basadas en el uso de agua a 23°C (73°F)
2. El diámetro interno promedio calculado el diámetro externo nominal y la pared
mínima más 6% para uso la estimación de flujos de fluidos. El diámetro interno real variará.3. Otros tamaños o DR de tubería pueden estar disponibles bajo pedido. 4. Longitudes estándar
• 40 pies para 2 -24 pulgadas
• 50 pies para 26 pulgadas o mayores• Bobinas disponibles para ¾ a 6 pulgadas (8 pulgadas para pedidos especiales)
1. Pressures are based on using water at 23°C (73°F).
2. Average inside diameter calculated using nominal OD and minimum wall plus
6% for use in estimating fluid flows. Actual ID will vary.3. Other piping sizes or DR’s may be available upon request.4. Standard Lengths: • 40’ for 2”-24”
• 50’ for 26” and larger
• Coils available for ¾ - 4” (6” by special order)
IPSFor reference only. Actual dimensions may vary.Solo para referencia. Las dimensiones reales pueden variar.
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 16
1. Las presiones están basadas en el uso de agua a 23°C (73°F)
2. El diámetro interno promedio calculado el diámetro externo nominal y la pared
mínima más 6% para uso la estimación de flujos de fluidos. El diámetro interno real variará.3. Otros tamaños o DR de tubería pueden estar disponibles bajo pedido. 4. Longitudes estándar
• 40 pies para 2 -24 pulgadas
• 50 pies para 26 pulgadas o mayores• Bobinas disponibles para ¾ a 6 pulgadas (8 pulgadas para pedidos especiales)
HDPE PIPE SIZES
IPS PE3608 AND PE4710
Tamaños HDPE tuberías
IPS PE3608 y PE4710
1. Pressures are based on using water at 23°C (73°F).
2. Average inside diameter calculated using nominal OD and minimum wall plus
6% for use in estimating fluid flows. Actual ID will vary.3. Other piping sizes or DR’s may be available upon request.4. Standard Lengths: • 40’ for 2”-24”
• 50’ for 26” and larger
• Coils available for ¾ - 4” (6” by special order)
DR 17 19 21
PE3608 Pressure Rating
Resistencia a la Presión 100 psi 89 psi 80 psi
PE4710 Pressure Rating
Resistencia a la Presión 125 psi 111 psi 100 psi
Nom. OD
DE Nominal
(in)
Actual OD
DE Actual
(in)
Min WallEspesor Mini-
mo de Pared
(in)
Avg ID
DI Promedio
(in)
Weight
Peso
(lb/ft)
Min WallEspesor Mini-
mo de Pared
(in)
Avg ID
DI Promedio
(in)
Weight
Peso
(lb/ft)
Min WallEspesor Mini-
mo de Pared
(in)
Avg ID
DI Promedio
(in)
Weight
Peso
(lb/ft)
¾ 1.05 --- --- --- --- --- --- --- --- ---
1 1.32 --- --- --- --- --- --- --- --- ---
1¼ 1.66 --- --- --- --- --- --- --- --- ---
1½ 1.9 --- --- --- --- --- --- --- --- ---
2 2.38 0.14 2.079 0.431 --- --- --- --- --- ---
3 3.5 0.206 3.064 0.94 --- --- --- --- --- ---
4 4.5 0.265 3.939 1.55 0.237 3.998 1.39 0.214 4.046 1.27
5 5.375 0.316 4.705 2.2 0.283 4.775 1.98 0.256 4.832 1.801
5 5.563 0.327 4.869 2.36 0.293 4.942 2.12 0.265 5.001 1.94
6 6.625 0.39 5.799 3.36 0.349 5.886 3.01 0.315 5.956 2.75
7 7.125 0.419 6.236 3.86 0.375 6.33 3.48 0.339 6.406 3.17
8 8.625 0.507 7.549 5.69 0.454 7.663 5.1 0.411 7.754 4.662
10 10.75 0.632 9.409 8.834 0.566 9.551 7.92 0.512 9.665 7.242
12 12.75 0.75 11.16 12.43 0.671 11.327 11.14 0.607 11.463 10.19
14 14 0.824 12.254 14.983 0.737 12.438 13.43 0.667 12.587 12.282
16 16 0.941 14.005 19.57 0.842 14.215 17.54 0.762 14.385 16.042
18 18 1.059 15.755 24.77 0.947 15.992 22.2 0.857 16.183 20.304
20 20 1.176 17.506 30.58 1.053 17.768 27.41 0.952 17.981 25.07
22 22 1.294 19.256 37 1.158 19.545 33.162 1.048 19.779 30.33
24 24 1.412 21.007 44.031 1.263 21.322 39.47 1.143 21.577 36.1
26 26 1.529 22.758 51.856 1.368 23.099 46.701 1.238 23.375 42.486
28 28 1.647 24.508 60.154 1.474 24.876 54.189 1.333 25.173 49.266
30 30 1.765 26.259 69.068 1.579 26.653 62.196 1.429 26.971 56.585
32 32 1.882 28.009 78.557 1.684 28.429 70.755 1.524 28.77 64.37
34 34 2 29.76 88.7 1.789 30.206 79.865 1.619 30.568 72.657
36 36 2.118 31.511 99.457 1.895 31.983 89.571 1.714 32.366 81.446
42 42 2.471 36.762 135.372 2.211 37.314 121.925 2 37.76 110.874
48 48 2.824 42.014 176.813 2.526 42.644 159.198 2.286 43.154 144.833
54 54 3.176 47.266 223.713 2.842 47.975 201.502 2.571 48.549 183.253
63 62.99 3.706 55.143 303.398 3.315 55.97 273.362 3 56.631 249.57
65 65 3.824 56.894 322.967 3.421 57.747 290.994 3.824 58.438 322.967
IPS For reference only. Actual dimensions may vary.Solo para referencia. Las dimensiones reales pueden variar.
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 17
HDPE PIPE SIZES
IPS PE3608 AND PE4710
Tamaños HDPE tuberías
IPS PE3608 y PE4710
DR 26 32.5
PE3608 Pressure Rating
Resistencia a la Presión 64 psi 51 psi
PE4710 Pressure Rating
Resistencia a la Presión 80 psi 63 psi
Nom. OD
DE Nominal
(in)
Actual OD
DE Actual
(in)
Min WallEspesor Mini-
mo de Pared
(in)
Avg ID
DI Promedio
(in)
Weight
Peso
(lb/ft)
Min WallEspesor Mini-
mo de Pared
(in)
Avg ID
DI Promedio
(in)
Weight
Peso
(lb/ft)
¾ 1.05 --- --- --- --- --- ---
1 1.32 --- --- --- --- --- ---
1¼ 1.66 --- --- --- --- --- ---
1½ 1.9 --- --- --- --- --- ---
2 2.38 --- --- --- --- --- ---
3 3.5 --- --- --- --- --- ---
4 4.5 0.173 4.133 1.035 0.138 4.206 0.835
5 5.375 0.207 4.937 1.47 0.165 5.024 1.19
5 5.563 0.214 5.109 1.582 0.171 5.2 1.28
6 6.625 0.255 6.085 2.25 0.204 6.193 1.811
7 7.125 0.274 6.544 2.582 0.219 6.66 2.083
8 8.625 0.332 7.922 3.8 0.265 8.062 3.07
10 10.75 0.413 9.873 5.91 0.331 10.049 4.77
12 12.75 0.49 11.71 8.312 0.392 11.918 6.71
14 14 0.538 12.858 10.022 0.431 13.087 8.09
16 16 0.615 14.695 13.09 0.492 14.956 10.561
18 18 0.692 16.532 16.57 0.554 16.826 13.37
20 20 0.769 18.369 20.453 0.615 18.695 16.501
22 22 0.846 20.206 24.75 0.677 20.565 19.97
24 24 0.923 22.043 29.452 0.738 22.434 23.762
26 26 1 23.88 34.57 0.8 24.304 27.94
28 28 1.077 25.717 40.187 0.862 26.174 32.421
30 30 1.154 27.554 46.135 0.923 28.043 37.196
32 32 1.231 29.391 52.494 0.985 29.913 42.34
34 34 1.308 31.228 59.264 1.046 31.782 47.773
36 36 1.385 33.065 66.444 1.108 33.652 53.581
42 42 1.615 38.575 90.393 1.292 39.26 72.893
48 48 1.846 44.086 118.082 1.477 44.869 95.233
54 54 2.077 49.597 149.464 1.662 50.478 120.556
63 62.99 2.423 57.854 203.63 1.938 58.881 164.28
65 65 2.5 59.7 216.03 2 60.76 174.29
1. Las presiones están basadas en el uso de agua a 23°C (73°F)
2. El diámetro interno promedio calculado el diámetro externo nominal y la pared
mínima más 6% para uso la estimación de flujos de fluidos. El diámetro interno real variará.3. Otros tamaños o DR de tubería pueden estar disponibles bajo pedido. 4. Longitudes estándar
• 40 pies para 2 -24 pulgadas
• 50 pies para 26 pulgadas o mayores• Bobinas disponibles para ¾ a 6 pulgadas (8 pulgadas para pedidos especiales)
1. Pressures are based on using water at 23°C (73°F).
2. Average inside diameter calculated using nominal OD and minimum wall plus
6% for use in estimating fluid flows. Actual ID will vary.3. Other piping sizes or DR’s may be available upon request.4. Standard Lengths: • 40’ for 2”-24”
• 50’ for 26” and larger
• Coils available for ¾ - 4” (6” by special order)
IPSFor reference only. Actual dimensions may vary.Solo para referencia. Las dimensiones reales pueden variar.
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 20
45° ELBOW FABRICATED
THREE-SEGMENT MITERED BEND
Codo De 45° Fabricato De Tres
Segmentos
Nominal Size (in) Tamaño nominal Actual OD (in) DE Actual
A
(in)
B
(in)
FC
(in)
R
(in)
2 2.375 4 12.9 7 13.125
3 3.5 4 13.69 7.25 13.625
4 4.5 5 16.11 8.5 14.25
6 6.625 6 19.32 10 15.25
8 8.625 6.5 21.58 10.875 16.25
10 10.75 6.5 23.09 11.25 17.25
12 12.75 8 27.52 13.5 19.5
14 14 8 28.64 13.875 21
16 16 8 30.74 14.75 24
18 18 8 33.08 15.625 27
20 20 8 35.19 16.5 30
22 22 8 37.3 17.25 33
24 24 8 39.4 18.250 36
26 26 14 51.85 25 39
28 28 14 54.09 25.88 42
30 30 14 56.2 26.625 45
32 32 14 58.31 27.5 48
36 36 14 62.52 29.22 54
42 42 21 81.02 38.75 63
48 48 21 87.34 41.25 72
54 54 21 93.9 43.75 81
63 63 21 100.3 45.7 85.5
A
R FC
B
1. Some size/DR combinations may have limited availability.1. Algunos Tamaño / DR Combinaciones puede tener disponibilidad limitada.
DR 32.5 26 21 17 15.5 13.5 11 9 7
Pressure Rating Resistencia a la Presión 42 psi 55 psi 72 psi 92 psi 103 psi 126 psi 161 psi 202 psi 274 psi
IPS For reference only. Actual dimensions may vary.Solo para referencia. Las dimensiones reales pueden variar.
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
B: 32
45° LATERAL WYE
FABRICATED
Nominal Size (in) Tamaño nominal Actual OD (in) DE Actual
A
(in)
FC
(in)
L
(in)
2 2.375 6.3125 18 25
3 3.5 7.5 19.4375 25
4 4.5 6.8125 20.4375 26.5
6 6.625 7.75 29.25 35.5
8 8.625 9.6875 32.1875 40
10 10.75 10.125 37.25 50.5
12 12.75 10.5625 38.0625 54.6
14 14 18.875 50.875 64
16 16 22.3125 57.3125 73
18 18 22.75 57.75 73
20 20 26.125 91.125 109
22 22 26.5625 91.5625 109
24 24 27 92 109
Yes Laterales 45º Fabricadas
A
L
F
C
1. Some size/DR combinations may have limited availability. 2. Thinner DR fittings may not be available in some sizes.
DR 17 11 9 7
Pressure Rating Resistencia a la Presión 42 psi 67 psi 84 psi 112 psi
1. Algunos Tamaño / DR Combinaciones puede tener disponibilidad limitada.2. Accesorios DR más delgadas pueden no estar disponibles en algunos tamaños
IPS For reference only. Actual dimensions may vary.Solo para referencia. Las dimensiones reales pueden variar.
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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B: 33
IPSFor reference only. Actual dimensions may vary.Solo para referencia. Las dimensiones reales pueden variar.
CLEAN OUT
THREADED
Nominal Size (in) Tamaño nominal Actual OD (in) DE Actual L(in)
2 2.375 6
3 3.5 6
4 4.5 6
6 6.625 6
8 8.625 6
10 10.75 6
12 12.75 6
Tapa De Limpieza
L
1. Clean Out fittings are rated for gravity service only.
2. Male boss standard. Female boss available upon request.
3. Fusion end of fitting comesstandard as DR11 wall thickness.
1. Los accesorios de limpieza están clasificados solo para servicios por gravedad.
2. Norma jefe masculino. jefa disponibles bajo petición.
AWARD-WINNING: For three years in a row, Plastics
Pipe Institute has given an ISCO project their
“Project of the Year” award. See the work that took
home the prize year after year.
PREMIADO: por tres años consecutivos, el Plastics Pipe Institute
ofreció a un proyecto de ISCO su premio “Proyecto del Año”. Vea el
trabajo que se ganó este premio año tras año.
www.isco-pipe.com/PPIAward
1-800-345-4726 ISCO PRODUCT CATALOG
North American Version 7.1.15
www.isco-pipe.com
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ASTMSTANDARDS
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ELECTROFUSION
COUPLING
Electro-Fusión Acoplador
Nominal Size (in) Tamaño nominal ID Max (in) ID Máxima ID Min (Iin) ID Mínima Coupling OD (in) Acoplador DE L(in)
½0.854 0.834 2.15 2.98
¾1.073 1.065 2.48 3.46
1 1.331 1.321 2.63 3.46
1¼1.69 1.675 3.04 3.86
1½1.917 1.907 3.36 4.33
2 2.42 2.395 3.78 4.72
3 3.56 3.545 5.18 5.59
4 4.545 4.51 6.51 6.14
5 5.547 5.524 7.56 7.17
6 6.69 6.655 8.7 8.35
7 7.145 7.105 8.93 7.19
8 8.7 8.67 11.2 9.48
10 10.801 10.766 13.41 10.5
12 12.795 12.74 15.84 11.5
14 14.01 13.98 17.24 12.13
16 16.01 15.98 19.65 13.54
18 18.01 17.98 22.13 14.96
20 20.01 19.98 24.57 16.46
22 22.01 21.98 27.21 17.95
24 24.01 23.98 30.59 19.5
1. Couplings are typically rated for water service up to 200 psi using DR 7-17 pipe. Gas services are typically limited to 125 psi by governing regulations. Other
couplings with higher ratings for water service or couplings designed for thinner
wall pipe are available but dimensions may vary.2. All couplings are AWWA approved except for 5” and 7”3. For sizes above 24” contact your ISCO representative
1. Los acoplamientos se clasifican normalmente para el servicio de agua de hasta 200 psi utilizando tubería DR17. Servicios de gas se limitan typially a 125 psi por
los reglamentos vigentes. Otros acoplamientos ith calificaciones más altas para
el servicio de agua o acoplador diseñados para tubería de pared delgada son availale pero las dimensiones pueden variar.2. Todos los acoplamientos se AWWA aprobados a excepción de 5” y 7”.3. Para tamaños superiores a 24 “con su representante ISCO
ODID
L
IPS For reference only. Actual dimensions may vary.Solo para referencia. Las dimensiones reales pueden variar.
91
R-1970 to R-1978 Series
Lamphole / Monument /
Inspection Frame, Solid Lid
Heavy Duty
Furnished standard with as-cast bearing
surfaces unless otherwise noted.
Dimensions in inches
Catalog No.A B C E F
Round
R-1970 7 2 1/8 5 3/4 13 1/8 7
R-1971 *8 3/4 6 1/2 10 1/2 10
R-1973-1 7 3/4 3/4 6 3/4 13 1/4 7
R-1973-A 8 7/8 11/16 7 3/4 15 3/4 8
R-1974-A 9 1 8 16 6 1/2
R-1975 9 1/2 1/2 8 1/2 20 11
R-1975-A 9 7/8 7/8 9 15 5/8 6
R-1975-A2 10 1 9 16 8
R-1976 11 1/4 1 1/4 10 20 8
R-1977 ** ***11 1/2 1 1/2 8 1/2 16 12
Square
R-1978 **6 7/8 x 6 7/8 1 5 x 5 13 x 13 10
R-1978-A3 7 7/8 x 7 7/8 7/8 6 1/2 x 6 1/2 16 1/2 x 16 1/2 6 7/8
R-1978-B 12 x 12 3/4 10 5/8 x 10 5/8 20 1/2 x 20 1/2 7 3/8
* Base consists of 4 bolting lugs for 1/2"bolt on 9-1/2"boltcircle instead of full flange.
** Furnished with machined horizontal bearing surfaces.
*** Lid bolted to frame.
Illustrating R-1976
Illustrating R-1978
R-1978-A2
Lamphole / Monument /
Inspection Frame, Solid Lid
Heavy Duty
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS OF AGGREGATES
ASTM C117-13 / C136-14
Client: SMITH + GARDNER, INC. Boring No.: #57 STONE
Client Reference: JOHNSTON CO. LF Depth (ft): NA
Project No.: 2016-819-002 Sample No.: DA-1
Lab ID: 2016-819-002-002 Color: GRAY
USCS gravel sand silt and clay fraction
USCS Symbol: gp, ASSUMED D60 = 16.02
D30 = 13.38 CC = 1.05
Fineness Modulus: 6.92
D10 = 10.61 CU = 1.51
USCS Classification: POORLY GRADED GRAVEL
Tested By TB Date 12/12/16 GEM Date 12/12/16
page 1 of 2 DCN: CT-S42A4 DATE: 3/19/14 REVISION: 2 S:\Exce\Excel QA\Spreadsheets\ C136pan.xls
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Grain Diameter (mm)
6 4 3 2½ 2 1½ 1 ¾ ½ 3/8" #4 #8 #16 #30 #50 #100 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

WASH SIEVE ANALYSIS OF AGGREGATES
ASTM C117-13 / C136-14
Client: SMITH + GARDNER, INC. Boring No.: #57 STONE
Client Reference: JOHNSTON CO. LF Depth (ft): NA
Project No.: 2016-819-002 Sample No.: DA-1
Lab ID: 2016-819-002-002 Color: GRAY
Tare No.: T-4 Weight of Dry Sample (g): 5275.40
Wt. of Tare & Dry Sample (Pre-Wash), (g): 5459.30 Weight of + #200 Sample (g): 5175.34
Weight of Tare & Dry,Washed Sample (g): 5384.30 Weight of - #200 Sample (g): 94.62
Weight of Tare (g): 183.90
Weight of Dry,Washed Sample (g): 5200.40 % Passing #200 Sieve by Washing (%): 1.4
Total Weight Retained After Sieving (g): 5194.96
The % Difference in Weight of the Dry,Washed Sample vs the Total Weight Retained After Sieving (%):0.1
(% Difference must not be more than 0.3)
Sieve Sieve Weight Percent Accumulated Percent
Opening Retained Retained Percent Retained Finer
(mm)(g) (%)(%)(%)
6" 150 0.00 0 0 100
4" 100 0.00 0 0 100
3" 75 0.00 0 0 100
2 1/2" 63 0.00 0 0 100
2" 50 0.00 0 0 100
1 1/2" 37.50 0.00 0 0 100
1" 25.00 0.00 0 0 100
3/4" 19.00 608.70 12 12 88
1/2" 12.50 3679.10 70 81 19
3/8" 9.50 772.00 15 96 4
#4 4.75 61.90 1 97 3
#8 2.36 3.94 0 97 3
#16 1.18 14.22 0 97 3
#30 0.60 8.79 0 98 2
#50 0.30 6.15 0 98 2
#100 0.15 7.38 0 98 2
#200 0.075 13.16 0.2 98.1 1.9
Pan -19.62 0 98 -
Tested By TB Date 12/12/16 GEM Date 12/12/16
page 2 of 2 DCN: CT-S42A4 DATE: 3/19/14 REVISION: 2 S:\Exce\Excel QA\Spreadsheets\SIEVE C136pan.xls
Checked By

544 Braddock Avenue • East Pittsburgh, PA 15112 • Phone [phone] • Fax [phone] • www.geotechnics.net

CARBONATE CONTENT
ASTM D 3042-09
Client:Smith + Gardner, Inc.Boring No.: #57 Stone
Client Reference: Johnston Co. LF Depth (ft):NA
Project No.: 2016-819-002 Sample No.: DA-1
Lab ID:2016-819-002-002
Visual Description: BROWN GRAVEL
Washed and Dried Specimen (+ #200 Material), Total % Carbonate only
Tare No. 1547
Weight of Tare (g)145.89
Weight of Washed, Dry Sample & Tare Before Acid Wash (g) 975.01
Weight of Washed, Dry Sample & Tare After Acid Wash (g)974.70
Weight of Dry Sample Before Acid Wash (g)829.12
Weight of Dry Sample After Acid Wash (g)828.81
Carbonate Content 0.0%
Tested By KBL Date 12/9/16 Checked By TMP Date 12/12/16
DCN: CT-S47 DATE :5/1/13 REVISION: 2
\\GEOSERVER\Data Drive\2016 GEOTECHNICAL PROJECTS\Smith + Gardner\2016-819-002 Johnston Co. LF\[2016-819-002-002 Carbonate.XLS]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-001 Sample No.: SF-1
Lab ID: 2016-819-001-001 Soil Color:RED
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SP-SM, TESTED
USCS Classification:POORLY GRADED SAND WITH SILT
D60 =0.621231 CC = 1.393229
D30 = 0.314818 CU = 5.425118
D10 = 0.11451
Tested By TB Date 11/18/16 Checked By GEM Date 11/22/16
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
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12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-001 Sample No.: SF-1
Lab ID: 2016-819-001-001 Soil Color:RED
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.319 Tare No.NA
Wt. of Tare & Wet Sample (g) 984.37 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 934.16 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)209.16 Weight of Tare (g)NA
Weight of Water (g)50.21 Weight of Water (g)NA
Weight of Dry Sample (g) 725.00 Weight of Dry Sample (g)NA
Moisture Content (%)6.9 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)725.00
Dry Weight of - 3/4" Sample (g) 665.5 Weight of - #200 Sample (g)59.51
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)665.49
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer (mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 5.17 0.71 0.71 99.29 99.29
3/8" 9.50 0.00 0.00 0.71 99.29 99.29
#4 4.75 0.51 0.07 0.78 99.22 99.22
#10 2.00 11.19 1.54 2.33 97.67 97.67
#20 0.850 159.16 21.95 24.28 75.72 75.72
#40 0.425 251.96 34.75 59.03 40.97 40.97
#60 0.250 140.59 19.39 78.42 21.58 21.58
#140 0.106 92.22 12.72 91.14 8.86 8.86
#200 0.075 4.69 0.65 91.79 8.21 8.21
Pan -59.51 8.21 100.00 --
Tested By TB Date 11/18/16 Checked By GEM Date 11/22/16
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-001 Sample No.: SF-2
Lab ID: 2016-819-001-002 Soil Color:YELLOW
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SC, TESTED
USCS Classification:CLAYEY SAND
Tested By SS Date 11/22/16 Checked By GEM Date 11/23/16
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
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12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-001 Sample No.: SF-2
Lab ID: 2016-819-001-002 Soil Color:YELLOW
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.318 Tare No.NA
Wt. of Tare & Wet Sample (g) 602.69 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 590.84 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)86.44 Weight of Tare (g)NA
Weight of Water (g)11.85 Weight of Water (g)NA
Weight of Dry Sample (g) 504.40 Weight of Dry Sample (g)NA
Moisture Content (%)2.3 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)504.40
Dry Weight of - 3/4" Sample (g) 263.0 Weight of - #200 Sample (g)241.36
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)263.04
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer (mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 0.00 0.00 0.00 100.00 100.00
3/8" 9.50 0.00 0.00 0.00 100.00 100.00
#4 4.75 0.00 0.00 0.00 100.00 100.00
#10 2.00 1.68 0.33 0.33 99.67 99.67
#20 0.850 11.86 2.35 2.68 97.32 97.32
#40 0.425 16.94 3.36 6.04 93.96 93.96
#60 0.250 22.21 4.40 10.45 89.55 89.55
#140 0.106 151.70 30.08 40.52 59.48 59.48
#200 0.075 58.65 11.63 52.15 47.85 47.85
Pan -241.36 47.85 100.00 --
Tested By SS Date 11/22/16 Checked By GEM Date 11/23/16
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-002 Sample No.: SF-3
Lab ID: 2016-819-002-001 Soil Color:ORANGE
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SP-SM, TESTED (NON PLASTIC FINES)
USCS Classification:POORLY GRADED SAND WITH SILT
D60 =1.360737 CC = 1.114269
D30 = 0.587072 CU = 5.986267
D10 = 0.22731
Tested By BW Date 12/9/16 Checked By GEM Date 12/15/16
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: JOHNSTON CO. LF Depth (ft):NA
Project No.: 2016-819-002 Sample No.: SF-3
Lab ID: 2016-819-002-001 Soil Color:ORANGE
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.TB-10 Tare No.NA
Wt. of Tare & Wet Sample (g) 493.55 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 473.05 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)134.51 Weight of Tare (g)NA
Weight of Water (g)20.50 Weight of Water (g)NA
Weight of Dry Sample (g) 338.54 Weight of Dry Sample (g)NA
Moisture Content (%)6.1 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)338.54
Dry Weight of - 3/4" Sample (g) 314.3 Weight of - #200 Sample (g)24.26
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)314.28
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer (mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 0.00 0.00 0.00 100.00 100.00
3/8" 9.50 5.20 1.54 1.54 98.46 98.46
#4 4.75 9.07 2.68 4.22 95.78 95.78
#10 2.00 69.49 20.53 24.74 75.26 75.26
#20 0.850 114.77 33.90 58.64 41.36 41.36
#40 0.425 72.01 21.27 79.91 20.09 20.09
#60 0.250 33.25 9.82 89.74 10.26 10.26
#140 0.106 8.08 2.39 92.12 7.88 7.88
#200 0.075 2.41 0.71 92.83 7.17 7.17
Pan -24.26 7.17 100.00 --
Tested By BW Date 12/9/16 Checked By GEM Date 12/15/16
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

JETCLEAN AMERICA
HIGH PRESSURE WATER JETTING 7538 DUNBRIDGE DRIVE
EXPLOSION PROOF VIDEO INSPECTION ODESSA, FL 33556
VACUUM TRUCK SERVICES T: 800-226-8013 / F: 813-926-4616
WWW.JETCLEANAMERICA.COM [e-mail]

ES&J Enterprises, Inc.
Johnston County C&D Landfill
Area 2 - Cell 2
New HDPE Leachate Piping

Work Performed
February 2017

Conducted By:
Jetclean America
800-226-8013
JETCLEAN AMERICA
HIGH PRESSURE WATER JETTING 7538 DUNBRIDGE DRIVE
EXPLOSION PROOF VIDEO INSPECTION ODESSA, FL 33556
VACUUM TRUCK SERVICES T: 800-226-8013 / F: 813-926-4616
WWW.JETCLEANAMERICA.COM [e-mail]

REPORT

DATE : 11/15/2016
TO : Kimberly Edwards – ES&J Enterprises, Inc.
FROM : Ralph Calistri ([e-mail])
SUBJECT : Johnston County C&D Landfill - Area 2 - Cell 2 - New Leachate Piping

Jetclean America completed the high-pressure water-jetting and explosion-proof video-
inspection of the new Area 2 - Cell 2 leachate piping on 2/28/2017. Included with this report is
the applicable jetting log, CCTV Survey List, Pipe Graphic Report, and video inspection footage
on flash drive.

High-pressure Water-jetting:
The new Area 2 - Cell 2 HDPE leachate collection piping was jetcleaned in its entirety.
Distances achieved in each pipe are documented below. All pipes were clean and blockage free
at the completion of our mobilization.

ACHIEVED
LOCATION DISTANCE (ft) COMMENTS
Area 2 - Cell 2 North 550' Entire Pipe Jetcleaned Through Overlap
Area 2 - Cell 2 South 600' Entire Pipe Jetcleaned Through Overlap

Explosion-proof Video-inspection:
After jetcleaning was completed, the above piping was video-inspected in entirety using certified
explosion-proof equipment (see included CCTV Survey List, Pipe Graphic Reports, and video
inspection footage). All areas of the piping viewed with the inspection camera appeared to be in
good condition, with no defects noted.

Please call us with questions or concerns.

Regards,

Ralph Calistri - Jetclean America - 800-226-8013

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Report of PLR CELL2 NORTH X for ES-J
Contract
Operator David
Work Order
Facility
Video
Van Ref NC-3
Setup 1
Surveyed On 0212812017
Str,eet Name Johnston County Landfill City
Location type Near environmentally sensitive area
Surface
Survey purpose Pre-acceptance - normally new sewers for adoption or pri Weather Dry
Pipe Use Foul Water
Shape Circular
Material Polyethylene - High density
Lining
Schedule length
Size 8 by
Joint spacing
Year laid 20'17
Ft
ins
Ft
From CELL2NORTH Depth ;To CELL2 NORTHA Depth ;Direction Downstream
Pre+fean Y Last cleaned 212812017
General note
[ocation note
Structural Service Constructional
Miscellaneous Hydraulic
0.0 Ft
iitart of Survey
Manhole/Node ICELL 2 NORTH]
Water level 0
900.2 Ft Survey abandoned lstoppedl
JETCLEAN AMERICA lNC.Phone:[phone]Fax:[phone]
Of PLR CELL2SOUTHA X for ES-J
Contract
Operator David
Work Order
Facility
Video
Van Ref NC-3
Setup 2
Surveyed On 0212812017
Street Name Johnston County Landfill City
Location type Near environmentally sensitive area
Surface
Survey purpose Pre-acceptance - normally new sewers for adoption or pri Weather Dry
Pipe Use Foul Water
Shape Circular
Material Polyethylene - High densig
Lining
Schedule length
Size 8 by
Joint spacing
Year laid 2017
Ft
ins
Ft
From CELL 2 SOUTH Depth iTo CELL2SOUTHA Depth ;
Direction Upstream
Prc+lean Y Last cleaned A2812017
General note
Location note
Struciural Service Constructional
Miscellaneous Hydraulic
0.0 Ft
Start of Survey
Manhole/Node ICELL 2 SOUTH]
Water level 0
238.0 Ft Survey abandoned fover lapped]
JETCLEAN AMERICA lNC.Phone:800-226{01 3Fax:[phone]

Appendix I
Geotextile CQA Data

Construction Quality Assurance Report
Johnston County C&D Landfill - Area 2 Cell 2
Smithfield, North Carolina
SKAPS Industries (Nonwoven Division)Sales Office:
335, Athena Drive Engineered Synthetic Product Inc.
Athens, GA 30601 (U.S.A.)Phone: [phone]
Phone [phone] Fax [phone] Fax: [phone]
E-mail: [e-mail]
Hallaton, Inc.
1206 Sparks Rd.
Sparks, MD 21152
Ref : Johnston Co. LF - Area 2 Cell 2, 680 Co. Home Rd.
PO : P8927
ASTM D 5261 oz/sy (g/m2)6.00 (203)
ASTM D 4632 lbs (kN)160 (0.71)
ASTM D 4632 %50
ASTM D 4533 lbs (kN)55 (0.24)
ASTM D 6241 lbs (kN) 410 (1.82)
ASTM D 4491 sec-1 1.00
ASTM D 4751 US Sieve (mm)70 (0.21)
ASTM D 4355 %/hrs 70/500
Notes:
* At the time of manufacturing. Handling may change these properties.
KOUROSH SABZEVARI
QUALITY CONTROL MANAGER
www.espgeosynthetics.com
Dear Sir/Madam:
October 14, 2016
This is to certify that SKAPS GE160 is a high quality needle-punched nonwoven geotextile made of
100%polypropylene staple fibers, randomly networked to form a high strength dimensionally stable
fabric. SKAPS GE160 resists ultraviolet deterioration, rotting, biological degradation. The fabric is
inert to commonly encountered soil chemicals. Polypropylene is stable within a pH range of 2 to 13.
SKAPS GE160 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS M.A.R.V.
Minimum Average Roll Value
Grab Elongation
UV Resistance
Trapezoidal Tear
AOS*
www.skaps.com
Weight
Permittivity*
Grab Tensile
CBR Puncture
ROLL #WEIGHT MD TENSILE MD ELONG XMD TENSILE XMD ELONG MD TRAP XMD TRAP CBR PUNCTURE AOS PERMITTIVITY
ASTM METHOD D5261 D4632 D4632 D4632 D4632 D4533 D4533 D6241 D4751 D4491
UNITS oz/sq yd lbs.%lbs %lbs.lbs lbs.US Sieve sec-1
TARGET 6.00 160 50 160 50 55 55 410 70 1.00
44791.1 6.38 161 68 173 76 75 82 489 70 1.80
Product : GE160-180
* All value are MARV.

Appendix J
Drainage Geocomposite CQA Data

Construction Quality Assurance Report
Johnston County C&D Landfill - Area 2 Cell 2
Smithfield, North Carolina
SKAPS TRANSNETTM HDPE GEOCOMPOSITE TN 300-2-6 & TN 300-2-8
Property Test Method Unit Qualifier
Geonet
Thickness ASTM D 5199 mil (mm)MAV(3)
Carbon Black ASTM D 4218 % MAV
Tensile Strength ASTM D 7179 lb/in (kN/m) MAV
Melt Flow ASTM D 1238(2)g/10 min Maximum
Density ASTM D 1505 g/cm3 MAV
Transmissivity(1)ASTM D 4716 gal/min/ft (m2/sec)MAV
Composite With 6 oz. With 8 Oz.
Ply Adhesion ASTM D 7005 lb/in (g/cm) 1.0 (178) 1.0 (178) MAV
Transmissivity(1)ASTM D 4716 gal/min/ft (m2/sec) 3.38 (7.0 x 10
-4) 3.38 (7.0 x 10
-4)MAV
Geotextile
Fabric Weight ASTM D 5261 oz/yd2 (gm/m2)6 (203) 8 (271)MARV(4)
Grab Tensile ASTM D 4632 lb (N) 160 (711) 225 (1001) MARV
Grab Elongation ASTM D 4632 % 50 50 MARV
Trapezoid Tear ASTM D 4533 lb (N) 65 (289) 90 (400) MARV
CBR Puncture ASTM D 6241 lb (N) 450 (2002) 600 (2670) MARV
Water Flow(5)ASTM D 4491 gpm/ft2 (l/min/m2)125 (5093) 100 (4075) MARV
Permittivity(5)ASTM D 4491 sec-1 1.63 1.26 MARV
Permeability(5)ASTM D 4491 cm/sec 0.30 0.30 MARV
AOS ASTM D 4751 US Sieve (mm) 70 (0.212) 80 (0.180) MaxARV
Notes:
(2) Condition 190/2.16
(3) Minimum average value.
(5) At the time of manufacturing. Handling may change these properties.
01/13/16
This information is provided for reference purposes only and is not intended as a warranty or guarantee. SKAPS assumes no liability in connection with the use of this
information. Geotextile and Geonet properties are prior to lamination.
65 (11.35)
1.0
0.94
29.00 (6.0 x 10-3)
(1) Transmissivity measured using water at 21 + 2 oC (70 + 4 oF) with a gradient of 0.1 and a confining pressure of 10,000 psf (479 kPa) between
steel plates after 15 minutes. Values may vary with individual labs.
(4) MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97.5% of all the test data.
SKAPS TRANSNETTM geocomposite consists of SKAPS GeoNet made from HDPE resin with nonwoven
polypropylene geotextile fabric heat bonded on both sides of geonet.
Value
275 (6.98)
2.0
SKAPS Industries, 571 Industrial Pkwy., Commerce, GA 30529, Phone: [phone], Fax: [phone], E-mail: [e-mail]

Geotextile Product Description Sheet
Clinton County SWA, PA SKAPS GE-160
6 oz Nonwoven Geotextile SKAPS GE-160 is a needle-punched nonwoven geotextile made of 100% polypropylene staple fibers, which are formed into a random network for dimensional stability. SKAPS GE-160 resists ultraviolet
deterioration, rotting, biological degradation, naturally encountered basics and acids. Polypropylene is
stable within a pH range of 2 to 13. SKAPS GE-160 conforms to the physical property values listed below:

PROPERTY TEST METHOD UNIT
M.A.R.V. (Minimum Average Roll Value) Weight ASTM D 5261 oz/sy 6.0 Grab Tensile ASTM D 4632 lbs 160 Grab Elongation ASTM D 4632 % 50 Trapezoid Tear Strength ASTM D 4533 lbs 65 Puncture Resistance ASTM D 4833 lbs 85 Permittivity* ASTM D 4491 sec-1 1.63 Water Flow* ASTM D 4491 gpm/ft2 125 AOS* ASTM D 4751 US Sieve (mm) 70 (.212) UV Resistance ASTM D 4355 %/hrs 70/500
* At the time of manufacturing. Handling, storage, and shipping may change these properties.

PACKAGING
Roll Dimensions (W x L) – ft 15 x 900
Square Yards Per Roll 1500
Estimated Roll Weight - lbs 620
This information is provided for reference purposes only and is not intended as a warranty or guarantee. SKAPS assumes no liability
in connection with the use of this information. SKAPS Industries, 316 S. Holland Dr., Pendergrass, GA 30567, Phone [phone], Fax [phone], Email: [e-mail]

Made in U.S.A.
Sales Office:
Engineered Synthetic Products, Inc.
Phone [phone]
Fax [phone]
www.espgeosynthetics.com
SKAPS INDUSTRIES, INC.
Engineered Synthetic Products, Inc.

GEONET / GEOCOMPOSITE TESTING PROCEDURES

QC Sampling Schedule
All tests are performed every 35,000 square feet of production except for compressibility and melt index, which are tested once per shift
(approximately every 250,000 square feet of production). Transmissivity is done on a requested basis.
Weight / Area (ASTM D 5261)
The width is determined by measuring the sample in three places--once
across each cut end and once across the center. The three measurements
are then averaged and reported in inches. The length is also determined by
measuring three places--along both edges and along the center. These
values are averaged and reported in inches. Samples are then taken and
weighed to the nearest .001 lb/sf. The weight is divided by the average
width to obtain a weight per length value. The weight/length number is
divided by the average width value to obtain weight per area. The value is
reported in lbs/sf.
Thickness (ASTM D 5199)
Five specimens are cut from across the width of the lab sample. A thickness
gauge with a ¾ inch presser foot is used to measure the thickness of each
specimen. The values are recorded and reported as an average in inches.
Tensile Strength (ASTM D 5035) Five specimens are cut from across the width of the lab sample. They are
then placed in the jaws of the Instron Machine and a load is applied at a
constant strain of 12 in/min until yield. The results of the tensile test are
then averaged and recorded.
% Carbon Black (ASTM D 4218) The carbon black test determines the percent by weight of the product that is
carbon black. The percent of carbon black is the ratio of the residue weight after pyrolysis in a muffle furnace compared to the weight of input specimen.
Two grams of the net are cut and placed in aluminum dishes. The samples are then placed in a muffle furnace for ten minutes at 600 degrees
centigrade. The samples are removed and allowed to cool. The carbon black percentage is calculated and recorded.

Ply Adhesion (ASTM D 7005)
Five specimens are cut from across the entire width of the composite sample,
each measuring one inch wide by ten inches long. The strain rate for the test
is 10 in/min. The fabric is clamped in one jaw of the Instron machine while
the net is clamped in the other. The fabric is pulled away from the net to test the adhesion of the fabric to the net.

Transmissivity (ASTM D 4716)
The transmissivity test for the composite is identical to the test for the geonet.
Melt Index (ASTM D 1238)
The melt index determines the rate of the extrusion of the molten resin through a die of specified length and diameter at a temperature of 190
degrees centigrade under a load of 2.16 kg and is measured in g/10min. A sample of approximately 2.5 grams of geonet is then put through the melt
plastometer to verify flow rates.
Density of Polymer (ASTM D 1505) Taking samples from the melt index test, small strands are cut and measured
in a density column. A mixture of distilled water and isopropyl alcohol is used as the suspension fluid.

Transmissivity (ASTM D 4716)
The transmissivity test measures the inplane flow of water across the net sample. In the standard test, the sample is placed between two steel plates
with the water temperature at 20 degrees centigrade. Different gradients
and loads are applied to the sample. The values are then calculated and
converted to gallons per min/ft, or meters2/sec. Transmissivity is not a
standard manufacturing quality control test but rather a design indicator and
is tested on a per project request basis.

HALLATON, INC.

1206 Sparks Road • Sparks, MD 21152
410 583 7700 • Fax: [phone]

A Comprehensive Environmental Services Company
1 of 1
Geotextile Proposed Seaming Method

Field Seaming & Seam Preparation

Hallaton proposes using a thermal fusion welder (“wedge welder”) to seam the non woven Geotextile and Geotextile component of the Geocomposite. Fusion welding is a heat bonded weld, fusing the two Geotextile
panels together. It allows durability as well as a flat surface on the Geotextile. This method is widely accepted as an industry standard practice and has been approved by the manufacturer of the Geocomposite and Geotextile for this project.
The deployment procedures will remain the same as listed in the project specifications. Geotextile panels will be
deployed in the same orientation as the liner panels. On side slopes, seams shall be oriented in the general direction
of maximum slope, i.e., oriented down, not across the slope. Each panel will overlap the adjacent panel by 4-6 inches to allow for enough room for the wedge welder to get a proper seam. The seam will be heated and welded
using a standard 2” copper split track shoe leaving behind 2 welds approximately a ½” wide.
Prior to seaming, the Welding Technician will inspect the wedge and insure the machine has been setup correctly
for the material. As the machine begins to weld the first few feet of Geotextile the technician will visually inspect
the seam and will check the strength of the weld by hand to ensure a proper bond has been made.
On panel cross seams (where two panel ends are adjoined), repairs, and in areas where the geotextile does not allow
room for a wedge welder to pass through a handheld hot air gun will be utilized to heat seam the Geotextile panels together. Where necessary, an additional piece of Geotextile will be used to capstrip the cross seams to ensure
panels have been adjoined properly. Seaming Equipment and Accessories
Seaming will be performed using a Demtech VM-20 Fusion “Wedge” Welder. -Each crew will carry two Wedge Welding Machines designated for Geotextile only. The machines shall
not be interchanged between HDPE and Geotextile so that malfunctions can be avoided when seaming the HDPE Geomembrane.

Capstripping, Patching, and Repairs will be performed using a Leister Triac-S Hot Air Gun.
-The leister will be used to capstrip cross seams and place repair patches on damaged areas.

Leister Triac-S Hot Air Gun Demtech VM-20 Wedge Welder

Engineered Synthetic Products, Inc. 212 North Way
Birmingham, AL 35242
[phone]; FAX [phone]
email: [e-mail]
Wednesday, February 19, 2014

Mr. Scott Brinkerhoff
Hallaton, Inc. 1206 Sparks Road Sparks, MD 21152

Re: Clinton County Wayne Township Cell and Cap
McElhattan, PA Thermal Welding Alternate
Dear Mr. Brinkerhoff:
We also acknowledge that thermal fusion welding is an acceptable seaming method for
the Transnet 220-2-6 composite product as submitted in the Hallaton, Inc. submittal
package for this project

Sincerely,
Greg Scott

Greg Scott Engineered Synthetic Products, Inc.

Ref. : Johnston County Landfill Area 2 Cell 2, NC
Customer P.O. # P8927Product : TN 300-2-6
Test Method Unit Value Qualifier
ASTM D 5199 mil 250 MAV6
ASTM D 4218 % 2.0 - 3.0 Range
ASTM D 12382 g/10 min 1.0 Maximum
ASTM D 1505 g/cm3 0.94 MAV
ASTM D 7005 lb/in 2.0 MAV
ASTM D 4716 m2/sec 7.5 x 10
-4 MAV
ASTM D 5261 oz/yd2 6.0 MARV5
ASTM D 4632 lbs 160 MARV
ASTM D 4632 % 50 MARV
ASTM D 4533 lbs 55 MARV
ASTM D 6241 lbs 410 MARV
ASTM D 4491 sec-1 1.00 MARV
ASTM D 4751 US Sieve 70 MaxARV
ASTM D 4355 %/hrs 70/500 MARV
Notes:
1.
2.
3.
4.
5.
6.
We hereby certify that the TN 300-2-6 drainage geocomposite, meets or exceeds the project requirements as
stated in the specifications. The properties listed in this section are:
CBR Puncture
Transmissivity1
Geotextile3 & 4
October 24, 2016
1206 Sparks Rd.
Sparks, MD, 21152
Ply Adhesion
Grab Strength
Grab Elongation
Thickness
Trap Tear Strength
Density
Composite
Carbon Black
Melt Flow
Property
Fabric Weight
Geonet3
Geotextile and Geonet properties are prior to lamination.
Geotextile data is provided by the supplier.
MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97.5% of all
the test data.
Rajesh Patel
Condition 190/2.16
Permittivity
Hallaton, Inc.
Rajesh Patel
QA Manager
UV Resistance
AOS
Minium average value
Transmissivity measured using water at 21 +2 o C (70 +4 o F) with a gradient of 0.1 and a confining pressure of 7,000 psf
between sand & textured HDPE geomembrane after 100 hours.
Sincerely,
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
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6
5
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5

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5
5
72
6
7
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0
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4
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5
0

2
.
3
2

9
.
2
8

x

1
0
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0
5
4
2
2
9

0
.
9
5
6
5
29
5

2
.
5
5
T ransmissivity (m 2 /sec)
T N
3
0
0
-
2
-
6
Jo
h
n
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
il
l

A
r
e
a

2

C
e
l
l

2
,

N
C
Ge
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c
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m
p
o
s
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T ra
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s
m
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s
s
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v
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t
y

(m
2 /s
e
c
)
Pl
y

A
d
h
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s
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n

(l
b
/
i
n
)

W
e

h
e
r
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b
y

c
e
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t
i
f
y

t
h
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f
o
l
l
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w
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t
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t
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f
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t
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a
b
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f
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r
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n
c
e
d

p
r
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t
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p
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t

:
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l
l

N
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m
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r
T hi
c
k
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s

(m
i
l
s
)

De
n
s
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/
c
m
3 )
Re
s
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n

L
o
t

Nu
m
b
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r
Ca
r
b
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n

Bl
a
c
k

(%
)

Ge
o
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e
t
5
7
1

I
n
d
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t
r
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a
l

P
a
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k
w
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C
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m
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G
A

3
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5
2
9

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P
h

:

7
0
6
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3
3
6
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7
0
0
0

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F
a
x

:

7
0
6
-
3
3
6
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7
0
0
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E
m
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l

:

c
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t
a
c
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@
s
k
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p
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.
c
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m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T ransmissivity (m 2 /sec)
T N
3
0
0
-
2
-
6
Jo
h
n
s
t
o
n

C
o
u
n
t
y

L
a
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d
f
il
l

A
r
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a

2

C
e
l
l

2
,

N
C
Ge
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c
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m
p
o
s
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T ra
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s
m
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s
s
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v
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(m
2 /s
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c
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Pl
y

A
d
h
e
s
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n

(l
b
/
i
n
)

W
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h
e
r
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b
y

c
e
r
t
i
f
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t
h
e

f
o
l
l
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w
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n
g

t
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s
t

r
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s
u
l
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s

f
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r

t
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a
b
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f
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n
c
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d

p
r
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d
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t
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p
r
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t

:
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l
l

N
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m
b
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r
T hi
c
k
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s

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i
l
s
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n
s
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/
c
m
3 )
Re
s
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n

L
o
t

Nu
m
b
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r
Ca
r
b
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n

Bl
a
c
k

(%
)

Ge
o
n
e
t
72
6
7
1
0
1
0
0
2
5
2.
5
0

2
.
3
2

9
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2
8

x

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0
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5
4
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2
9

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9
5
6
5
29
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2
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5
5
72
6
7
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6
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5
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.
3
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9
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2
8

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5
4
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9
5
6
5
29
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72
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4
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3
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4
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4
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4
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4
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4
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4
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2
.
5
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5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T ransmissivity (m 2 /sec)
T N
3
0
0
-
2
-
6
Jo
h
n
s
t
o
n

C
o
u
n
t
y

L
a
n
d
f
il
l

A
r
e
a

2

C
e
l
l

2
,

N
C
Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
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n
g

t
e
s
t

r
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s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
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n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
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l
l

N
u
m
b
e
r
T hi
c
k
n
e
s
s

(m
i
l
s
)

De
n
s
i
t
y

(g
/
c
m
3 )
Re
s
i
n

L
o
t

Nu
m
b
e
r
Ca
r
b
o
n

Bl
a
c
k

(%
)

Ge
o
n
e
t
72
6
7
1
0
1
0
0
4
9
2.
7
7

3
.
3
9

9
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3
1

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1
0
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4
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2
9

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9
5
6
6
29
4

2
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7
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9

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1
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29
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2
.
7
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5
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I
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d
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t
r
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l

P
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r
k
w
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,

C
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m
m
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,

G
A

3
0
5
2
9

*

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h

:

7
0
6
-
3
3
6
-
7
0
0
0

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F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

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:

c
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a
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.
c
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Pr
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d
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c
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:
Pr
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t

:
Si
d
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"
A
"

S
i
d
e

"
B
"
T ransmissivity (m 2 /sec)
T N
3
0
0
-
2
-
6
Jo
h
n
s
t
o
n

C
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u
n
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y

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a
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a

2

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2
,

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Ge
o
c
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p
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T ra
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s
m
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s
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v
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(m
2 /s
e
c
)
Pl
y

A
d
h
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s
i
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n

(l
b
/
i
n
)

W
e

h
e
r
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b
y

c
e
r
t
i
f
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t
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f
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l
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w
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t
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f
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r

t
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a
b
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f
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r
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n
c
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d

p
r
o
d
u
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t
/
p
r
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c
t

:
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l
l

N
u
m
b
e
r
T hi
c
k
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e
s
s

(m
i
l
s
)

De
n
s
i
t
y

(g
/
c
m
3 )
Re
s
i
n

L
o
t

Nu
m
b
e
r
Ca
r
b
o
n

Bl
a
c
k

(%
)

Ge
o
n
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t
72
6
7
1
0
1
0
0
7
3
3.
0
2

3
.
1
9

9
.
1
1

x

1
0
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CE
F
X
0
5
4
2
2
9

0
.
9
5
6
1
29
2

2
.
7
2
72
6
7
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0
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0
0
7
4
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0
2

3
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1
9

9
.
1
1

x

1
0
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4
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2
9

0
.
9
5
6
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29
2

2
.
7
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72
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7
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0
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7
5

3
.
4
4

3
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0
1
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1
1

x

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4
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9

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9
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6
3

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2
.
4
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72
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4
4

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4
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4
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d
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a
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m
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A

3
0
5
2
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h

:

7
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6
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3
3
6
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0
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x

:

7
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6
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3
3
6
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7
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0
7

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E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
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m

Cu
s
t
o
m
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r

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a
m
e

:
Ha
l
l
a
t
o
n
,

I
n
c
.
Pr
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j
e
c
t

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a
m
e

:
Jo
h
n
s
t
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L
a
n
d
f
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l

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r
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a

2

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e
l
l

2
,

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C
Ge
o
c
o
m
p
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s
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M
a
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f
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r

:
SK
A
P
S

I
n
d
u
s
t
r
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s
Ge
o
c
o
m
p
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s
i
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P
r
o
d
u
c
t
i
o
n

P
l
a
n
t

:
Co
m
m
e
r
c
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,

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A
Ge
o
c
o
m
p
o
s
i
t
e

B
r
a
n
d

N
a
m
e

:
TN

3
0
0
-
2
-
6
De
n
s
i
t
y

A
S
T
M

D
1
5
0
5
g/
c
m
3
0.
9
5
1
0

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.
9
5
1
2
Me
l
t

f
l
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w

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x
AS
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1
2
3
8
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)
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1
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n

0
.
4
1

0
.
3
8
(a
)

C
o
n
d
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t
i
o
n

1
9
0
/
2
.
1
6
*
D
a
t
a

f
r
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m

S
K
A
P
S

Q
u
a
l
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t
y

C
o
n
t
r
o
l
PO
L
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E
T
H
Y
L
E
N
E

R
E
S
I
N

C
E
R
T
I
F
I
C
A
T
I
O
N
T ested Value*
Pr
o
p
e
r
t
y

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
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l
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w
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g

t
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t

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s
u
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t
s

f
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t
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a
b
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n
c
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d

p
r
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d
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/
p
r
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j
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c
t
:
To
t
a
l

P
e
t
r
o
c
h
e
m
i
c
a
l

&

Re
f
i
n
i
n
g
Re
s
i
n

Ma
n
u
f
a
c
t
u
r
e
r
Re
s
i
n

Ma
n
u
f
a
c
t
u
r
e
r

Va
l
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e
T es
t

Me
t
h
o
d
Un
i
t
s
Re
s
i
n

Lo
t

N
u
m
b
e
r
CE
F
X
0
5
4
2
2
9
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m
Pr
o
d
u
c
t
:
TN

3
0
0
-
2
-
6
Pr
o
j ec
t

:
Jo
h
n
s
t
o
n

C
o
u
n
t
y L
a
n
d
f
i
l
l

A
r
e
a

2

C
e
l
l

2
,

N
C
Si
d
e

A

6
.
2
0

1
6
6

7
5

1
7
8

8
4

7
4

9
0

4
9
2

7
0

1
.
8
2
Si
d
e

B

6
.
4
4

1
6
5

7
3

1
7
6

8
3

7
6

8
8

4
7
7

7
0

1
.
8
2
Si
d
e

A

6
.
4
7

1
7
0

6
8

1
7
4

8
1

7
8

8
3

4
5
7

7
0

1
.
8
2
Si
d
e

B

6
.
2
5

1
6
9

6
7

1
7
2

8
5

8
0

8
4

4
6
6

7
0

1
.
8
0
Si
d
e

A

6
.
3
1

1
6
2

6
6

1
7
3

7
8

7
2

8
1

4
5
4

7
0

1
.
8
2
Si
d
e

B

6
.
5
7

1
6
1

7
0

1
7
7

7
7

7
0

8
7

4
9
0

7
0

1
.
8
2
Ge
o
t
e
x
t
i
l
e

C
e
r
t
i
f
i
c
a
t
i
o
n
GR
A
B

lb
s
.

(M
D
)
GR
A
B

EL
G

%

(M
D
)
TR
A
P

lb
s
.

(M
D
)
WE
I
G
H
T

oz
/
y
d
2
W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g
t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e

r
e
f
er
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
T RA
P

lb
s
.

(X
M
D
)
FA
B
R
I
C

SI
D
E
PERM-ITY sec -1AOS us sieve
GR
A
B

lb
s
.

(X
M
D
)
GR
A
B

EL
G

%

(X
M
D
)
CB
R

PU
N
C
T
U
R
E

lb
s
72
6
7
1
0
1
0
0
3
0
72
6
7
1
0
1
0
0
0
1
GE
O
C
O
M
P

RO
L
L
#
72
6
7
1
0
1
0
0
6
0
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Project Name: Johnston County C&D Landfill Area 2 Cell 2Project Number: JOHNSTON-15-6
Contractor: ES&J Enterprises, Inc.Storage Area: Area 2 Cell 1
Geosynthetics Installer: Hallaton, Inc.Inventory Monitor(s): BSH
Geosynthetic Material Type: Drainage Geocomposite
Geosynthetic Product Identification: SKAPS TN 300-2-6
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks(Feet) (Feet) Sample No.
72671010001 CEFX054229 14 200 Yes L16144-01-01 PASS
72671010002 CEFX054229 14 200 Yes
72671010003 CEFX054229 14 200 Yes
72671010004 CEFX054229 14 200 Yes72671010005 CEFX054229 14 200 Yes
72671010006 CEFX054229 14 200 Yes
72671010007 CEFX054229 14 200 Yes
72671010008 CEFX054229 14 200 Yes
72671010009 CEFX054229 14 200 Yes
72671010010 CEFX054229 14 200 Yes
72671010011 CEFX054229 14 200 Yes72671010012 CEFX054229 14 200 Yes
72671010013 CEFX054229 14 200 Yes
72671010014 CEFX054229 14 200 Yes
72671010015 CEFX054229 14 200 Yes
72671010016 CEFX054229 14 200 Yes
72671010017 CEFX054229 14 200 Yes
72671010018 CEFX054229 14 200 Yes72671010019 CEFX054229 14 200 Yes
72671010020 CEFX054229 14 200 Yes
72671010021 CEFX054229 14 200 Yes
72671010022 CEFX054229 14 200 Yes72671010023 CEFX054229 14 200 Yes
72671010024 CEFX054229 14 200 Yes
72671010025 CEFX054229 14 200 Yes72671010026 CEFX054229 14 200 Yes
72671010027 CEFX054229 14 200 Yes
72671010028 CEFX054229 14 200 Yes
72671010029 CEFX054229 14 200 Yes72671010030 CEFX054229 14 200 Yes
72671010031 CEFX054229 14 200 Yes
72671010032 CEFX054229 14 200 Yes
72671010033 CEFX054229 14 200 Yes
72671010034 CEFX054229 14 200 Yes
72671010035 CEFX054229 14 200 Yes
72671010036 CEFX054229 14 200 Yes72671010037 CEFX054229 14 200 Yes
72671010038 CEFX054229 14 200 Yes L16144-01-02 PASS
72671010039 CEFX054229 14 200 Yes
72671010040 CEFX054229 14 200 Yes
GEOSYNTHETICS INVENTORY LOG
DRAINAGE GEOCOMPOSITE
Material Material Dimensions
SMITH GARDNER, INC.
Drainage Geocomposite
Page 1 of 2 JC C&DLF A2 C2 GS Inventory Log 2016-11-15.xls
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
Material Material Dimensions
72671010041 CEFX054229 14 200 Yes72671010042 CEFX054229 14 200 Yes
72671010043 CEFX054229 14 200 Yes
72671010044 CEFX054229 14 200 Yes
72671010045 CEFX054229 14 200 Yes
72671010046 CEFX054229 14 200 Yes
72671010047 CEFX054229 14 200 Yes
72671010048 CEFX054229 14 200 Yes72671010049 CEFX054229 14 200 Yes
72671010050 CEFX054229 14 200 Yes
72671010051 CEFX054229 14 200 Yes
72671010052 CEFX054229 14 200 Yes
72671010053 CEFX054229 14 200 Yes
72671010054 CEFX054229 14 200 Yes
72671010055 CEFX054229 14 200 Yes72671010056 CEFX054229 14 200 Yes
72671010057 CEFX054229 14 200 Yes
72671010058 CEFX054229 14 200 Yes
72671010059 CEFX054229 14 200 Yes72671010060 CEFX054229 14 200 Yes
72671010061 CEFX054229 14 200 Yes
72671010062 CEFX054229 14 200 Yes72671010063 CEFX054229 14 200 Yes
72671010064 CEFX054229 14 200 Yes
72671010065 CEFX054229 14 200 Yes
72671010066 CEFX054229 14 200 Yes72671010067 CEFX054229 14 200 Yes
72671010068 CEFX054229 14 200 Yes
72671010069 CEFX054229 14 200 Yes
72671010070 CEFX054229 14 200 Yes
72671010071 CEFX054229 14 200 Yes
72671010072 CEFX054229 14 200 Yes
72671010073 CEFX054229 14 200 Yes72671010074 CEFX054229 14 200 Yes L16144-01-03 PASS
72671010075 CEFX054229 14 200 Yes
72671010076 CEFX054229 14 200 Yes
72671010077 CEFX054229 14 200 Yes
72671010078 CEFX054229 14 200 Yes
72671010079 CEFX054229 14 200 Yes
72671010080 CEFX054229 14 200 Yes72671010081 CEFX054229 14 200 Yes
72671010082 CEFX054229 14 200 Yes
72671010083 CEFX054229 14 200 Yes
72671010084 CEFX054229 14 200 Yes
Totals:
Total Rolls: 84Total Lots: 1
Total SF: 235,200
SMITH GARDNER, INC.
Drainage Geocomposite
Page 2 of 2 JC C&DLF A2 C2 GS Inventory Log 2016-11-15.xls

Appendix K
Record Drawings

Construction Quality Assurance Report
Johnston County C&D Landfill - Area 2 Cell 2
Smithfield, North Carolina
P-xx
R-00
DS-00
R-00
= Liner Panel Numbers
= Destructive Test Location
= Liner Repair Location
= Liner Panel Seams
= Limit of Liner
*This is not a Surveyed As-Built
Drawing is for Reference Only
P-
6
P-
1
P-
2
P-
3
P-
4
P-
5
P-
7
P-
8
P-
9
P-
1
0
P-2
4
P-2
5
P-
2
6
P-
1
1
P-1
2
P-1
3
P-15
P-37
P-31
P-30
P-29
P-28
P-23
P-22
P-21
P-20
P-19
P-18
P-17
P-16
P-14
P-36
P-32
P-33
P-34
R-1
DS
-
1
0
R-3
1
DS-
1
1
R-2
DS-
9
R-3
DS-
1
R-4
DS-
2
R-6
DS-
3
R-7
DS-
4
R-12
DS-5
R-13
DS-6
R-16
DS-7
R-19
DS-8
R-95
DS-12
R-94
DS-13
R-92
DS-14
R-5
R-8
R-9
R-1
0
R-11
R-15
R-14
R-17
R-18
R-90
R-91
R-93
R-88
R-2
0
R-2
1 R-2
2
R-2
3
R-2
4
R-2
5
R-2
6
R-2
7 R-2
8
R-2
9
R-3
0
R-3
2
R-3
3
R-3
4 R-3
5
R-3
6 R-3
7
R-3
8 R-3
9
R-4
0 R-4
1
R-4
2 R-4
3
R-4
4 R-4
5
R-87
R-85
R-84
R-83
R-82
R-81
R-80
R-79
R-78
R-89
R-75
R-7
7
R-76
R-74
R-73
R-72
R-7
1
R-70
R-6
9
R-68
R-6
7
R-66
R-6
5
R-64
R-6
3
R-62
R-6
1
R-60
R-5
9
R-58
R-5
7
R-56
R-5
5
R-54
R-5
3R-5
2
R-5
0 R-5
1
R-4
8 R-4
9
R-4
6 R-4
7
R-86
P-38
P-39
P-40
P-41
P-42
P-43
P-44
P-45
P-46
P-47
P
-
5
0
P
-
5
1
P
-
5
2
P
-
5
3
P
-
5
4
P
-
5
5
P
-
5
6
P
-
5
7
P
-
5
8
P
-
5
9
P-35
P-27
P-60
P-48
P-49
R-120
R-121
R-122
R-123
R-124
R-125
R-126
R-127
R-128
R-129
R-130
R-96
DS-15
R-97
DS-16
R-98
DS-17
R-99
DS-18
R
-
1
0
0
D
S
-
1
9
R-101
R-102
R
-
1
0
3
R-104
R
-
1
0
6
R
-
1
0
7
R-109
R
-
1
0
8
R
-
1
1
0
R-112
R
-
1
1
1
R
-
1
1
3
R-114
R
-
1
1
5
R
-
1
1
6
R-117
R-118
R-119
R-131
R-132
DS-20
R-133
R
-
1
3
4
R
-
1
3
5
R
-
1
3
6
R
-
1
3
7
R-138
R
-
1
3
9
R
-
1
4
0
RE
V
I
S
I
O
N
S
Ha
l
l
a
t
o
n

I
n
c

/

1
2
0
6

S
p
a
r
k
s

R
o
a
d

/

M
D

2
1
1
5
2

/

U
S
A
ww
w
.
h
a
l
l
a
t
o
n
.
c
o
m
Date:
Drawn by:
Scale:
Drawing Number:
Job Number:
AB-01
1653-19216
1" = 50'
03/21/17
WG
JO
H
N
S
T
O
N

C
O
U
N
T
Y
C&
D

L
A
N
D
F
I
L
L

A
R
E
A

2

C
E
L
L

2
JO
H
N
S
T
O
N

C
O
U
N
T
Y
,

N
C
GE
O
M
E
M
B
R
A
N
E

R
E
C
O
R
D

D
R
A
W
I
N
G
NO
.
Da
t
e
.
By
.
De
s
c
r
i
p
t
i
o
n
.