9809_WilsonCDLF_CQA_20220916

DocuSign Envelope ID: 5B14331F-A928-4495-BCAD-54COCF4681A9
SMITH+GARNER
ENEINEER5
September 16, 2022
Ms. Donna Wilson
NCDEQ Division of Waste Management
217 W. Jones Street
Raleigh, North Carolina
AOORESS TEL WEe
14 N. Boylan Avenue. Raleigh NC 2?603 919.92a.0577 www,smithgardnerinc.com
RE: Area 2 Phase 1 Construction Quality Assurance Report
Westside CRD Landfill (Solid Waste Permit No. 98-09)
Wilson, North Carolina
Dear Ms. Wilson:
On behalf of Wilson County, Smith Gardner, Inc. (S+G) is pleased to submit for your review
the enclosed Construction Quality Assurance (CQA) Report (one (1) electronic copy) for the
Area 2 Phase 1 Construction at the Westside C&D Landfill. The attached Financial Assurance
has been updated to reflect the current closure and post -closure costs. The areas reflected
are updated based on the construction of Area 2 Phase 1.
Should you have any questions or require clarification, please contact us at [phone] or
by email below.
Sincerely,
SMITH GARDNER, INC.
EDocuSigned by:
h, , MAJ,s
C4990A659B9B4AD...
Matthew M. Jones, E.I.
Staff Engineer (ext. 153)
mac(asmithaardnerinc.com
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028426
DocuSigned by:
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W. Michael Brinchek, P.E. #+*#�'��+n����'�*#�
Senior Project Manager (ext. 1281
mike(asmithaardnerinc.com
Attachments: Financial Assurance - Westside C&D Landfill
CQA Report - Area 2 Phase 1 Construction
Cc: Andy Davis, Wilson County

DocuSign Envelope ID: 5B14331F-A928-4495-BCAD-54COCF4681A9
SMITH 6ARUNER
SHEET:
1/4
JOB #:
WILSON-20-1
DATE:
9/13/22
Westside EBB Landfill (Area 1 and Area 2)- Financial Assurance
BY:
WMB
Table 1: Summary
Item No.
Description
Total
1.0
Area 1 and Area 2 - Estimated Closure Cost (See Table 21
$1,373,055
2.0
Area 1 and Area 2 - Estimated Post -Closure Cost (See Table 3)
$1,454,640
3.0
Potential Assessment & Corrective Action Cost (See Table 41
$1,170,308
TOTAL =
$3,998,004
Notes:
1. All cost projections are presented in 2022 dollars. Appropriate annual escalators should be applied.
SMITH GARDNER, INC. Table 1 - SummaryCLOSURE P.CLOSURE COST ESTIMATE_Westside C&D Area 2.xls

DocuSign Envelope ID: 5B14331F-A928-4495-BCAD-54COCF4681A9
SMITH DRONER
SHEET:
2/4
JOB #:
WILSON-20-1
DATE:
9/13/22
Westside EBB Landfill (Area 1 and Area 2)- Financial Assurance
BY:
WMB
Table 2: Estimated Closure Cost
Item No.
Description
Estimated
Quantity
Units
Unit Cost
Item Cost
Area 1 (Horizontal Plan) ----> 10.5 AC
Area 2 (Horizontal Plan) ----> 4.9 AC
1.0
Site Preparation
15.4
AC
$2,200
$33,880
2.0
Landfill Gas Wells/Vents
15.4
AC
$3,200
$49,280
3.0
40-mil Textured LLDPE Geomembrane
87,120
SF
$0.65
$56,628
4.0
Drainage Geocomposite
87,120
SF
$0.75
$65,340
5.0
Vegetative Soil Layer (24")
89,480
CY
$6.40
$572,672
6.0
Erosion Control (Diversion Berms, Down Pipes,
Etc.)
15.4
AC
$15,000
$231,000
7.0
Revegetation
15.4
AC
$3,500
$53,900
8.0
Surveying
15.4
AC
$1,500
$23,100
Subtotal (Items 1 - 8) =
$1,085,800
9.0
Bonds, Mobilization, & Insurance
4% of Subtotal (Items 1 - 81 =
$43,432
Subtotal (Items 1 - 9) =
$1,129,232
Contingency 110%] =
$112,923
Construction Subtotal =
$1,242,155
10.0
Engineering
15.4
AC
$4,500.00
$69,300
11.0
CQA
15.4
AC
$4,000.00
$61,600
TOTAL =
$1,373,055
Notes:
1. All cost projections are presented in 2022 dollars. Appropriate annual escalators should be applied.
2. Unit costs include materials and anticipated labor/installation costs.
SMITH GARDNER, INC. Table 2 - C&DLF CIosGdEOSURE P.CLOSURE COST ESTIMATE_Westside C&D Area 2.xls

DocuSign Envelope ID: 5B14331F-A928-4495-BCAD-54COCF4681A9
SMITH GARDNER
SHEET:
3/4
JOB #:
WILSON-20-1
DATE:
9/13/22
Westside EBB Landfill (Area 1 and Area 2)- Financial Assurance
BY:
WMB
Table 3: Estimated Post -Closure Cost (30-Year)
Item No.
Description
Estimated
Quantity
Units
Unit Cost
Item Cost
1.0
Site Inspection & Record Keeping
80
HR
$100
$8,000
2.0
Revegetation (5%Total Area)
0.8
AC
$2,000
$1,540
3.0
Mowing (once per year)
15
AC
$100
$1,540
4.0
Erosion Control
1
LS
$7,500
$7,500
5.0
Gates/Fences/Access
1
LS
$2,500
$2,500
6.0
3 Water Quality Monitoring & Reporting (See Note
1
LS
$20,000
$20,000
7.0
LFG Monitoring & Reporting (See Note 41
1
LS
$3,000
$3,000
Subtotal (Items 1 - 9) _
$44,080
Contingency/90%/=
$4,408
Annual Total =
$48,488
30-YEAR TOTAL =
$1,454,640
Notes:
1. All cost projections are presented in 2022 dollars. Appropriate annual escalators should be applied.
2. Unit costs include materials and anticipated labor/installation costs.
3. The water quality monitoring and reporting cost assumes sampling, analysis, and reporting for 4 wells for Area 1 and 4 wells and
2 surface waster monitoring points for Area 2 (detection monitoring)(assumed annual cost = $20,000).
4. The LFG monitoring and reporting cost assumes quarterly monitoring fa $750 per event (annual cost = $3,000).
SMITH GARDNER, INC. Table 3 - Post-Closufd_OSURE P.CLOSURE COST ESTIMATE_Westside C&D Area 2.xls

DocuSign Envelope ID: 5B14331F-A928-4495-BCAD-54COCF4681A9
SMITH 6ARONER
SHEET:
4/4
JOB #:
WILSON-20-1
DATE:
9/13/22
Westside CEO Landfill (Areal and Area 2) - Financial Assurance
BY:
WMB
Table 4: Estimated Assessment 6 Corrective Action Cost
Item No.
Description
Annual Cost
30-Year Total
1.0
Current Assessment & Corrective Actions (None)
$0
$0
Subtotal =
$0
Potential Assessment & Corrective Action (See Note 31 =
$1,170,308
TOTAL =
$1,170,308
Notes:
1. All cost projections are presented in 2022 dollars. Appropriate annual escalators should be applied.
2. Unit costs include materials and anticipated labor/installation costs.
3. PACA costs are presented as required by NCDEO Division of Waste Management per https://deq.nc.gov/about/divisions/waste-
management/solid-waste-section/financial-assurance-for-solid-waste-management-facilities#potential-assessment-and-
corrective-action-(paca)
SMITH GARDNER, INC. Table 4 - Assessment-C. 0,LO6A1RE P.CLOSURE COST ESTIMATE_Westside C&D Area 2.xls

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Construction Quality Assurance Report
Area 2 Phase 1 Construction
Westside CAD Landfill
X Solid Waste Permit No. 98-09)
Wilson County Solid Waste Services Department
Wilson, North Carolina
September 2022
Prepared by:
NCUCAG.F-irii 061NEERING]
SMITH GARDNER
14 N. Buylan Avenue, Raleigh NC 27603 1 919k28.05 t 7
PRINTED ON 100% RECYCLED PAPER
O =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.

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Construction Quality Assurance Report
Area 2 Phase 1 Construction
Westside Egg Landfill
Prepared For:
Wilson County Solid Waste Services Department
Wilson, North Carolina
S+G Project No. WILSON-21-1
DocuSigned by:
h, ,AMU S
C4990A659B9B4AD...
Matthew M. Jones, E.I.
Staff Engineer
DocuSign-e/Id by:
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W. Michael Brinchek, P.E.
028426
Senior Pro ectMana Manager
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September 2022
NC IIC. NO F 13'o iMINEERING)
SMITH-+GARDNER
14 Nky* Avenue, Raleigh NC V1503 I glaa Saw

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Area 2 Phase 1 Construction
Westside CH Landfill
Construction Quality Assurance Report
Table of Contents
Page
1.0
OVERVIEW..................................................................................................................1
2.0
PROJECT DESCRIPTION............................................................................................ 1
2.1 General....................................................................................................................1
2.2 Reference Documents............................................................................................ 1
2.3 Project Participants................................................................................................ 2
2.3.1 Owner.......................................................................................................... 2
2.3.2 Engineer/CQA Engineer.............................................................................. 2
2.3.3 CQA Testing - Earthwork, Geosynthetics, & Construction Monitoring....... 2
2.3.4 Contractor...................................................................................................2
3.0
SUMMARY OF CONSTRUCTION ACTIVITIES................................................................ 3
3.1 Site Preparation...................................................................................................... 3
3.2 Erosion and Sediment Control Measures............................................................... 3
3.3 Excavation and Embankment................................................................................. 3
3.4 Well Abandonment.................................................................................................. 3
4.0
CQA PROGRAM..........................................................................................................4
4.1 Scope of Services.................................................................................................... 4
5.0
EARTHWORK CQA...................................................................................................... 4
6.0
RECORD DRAWINGS..................................................................................................4
7.0
PROJECT CERTIFICATION.......................................................................................... 5
TABLES
Table 1 Summary of Material Control and Record Tests - Structural Fill
Area 2 Phase 1- Westside CSD Landfill Construction Quality Assurance Report
September 2022 Table of Contents Page i

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Table of Contents (continued)
APPENDICES
Appendix A
Reference Documents (Permits)
Appendix B
Photographic Log
Appendix C
CQA Meeting Minutes
Appendix D
Subgrade Inspection
Appendix E
Well Abandonment Record
Appendix F
Earthwork CQA Data
Fl . CQA Test Results - Control Tests
F2. CQA Test Results - Record Tests
Appendix G
Record Drawings
Area 2 Phase 1- Westside CBD Landfill Construction Quality Assurance Report
September 2022 Table of Contents Page ii

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
1.0 OVERVIEW
This Construction Quality Assurance (CQA) Report has been prepared to document the CQA
activities performed during the construction of Area 2, Phase 1 of the Westside Construction
and Demolition (C&D) Landfill (Landfill). The Landfill facility is located at 2400 NC Hwy 42 East,
Wilson, NC 27893 and is owned and operated by Wilson County under State Solid Waste Permit
No. 98-09. A Permit to Construct for Area 2 Phase 1 was issued by the North Carolina Division
of Waste Management (NCDWM) on August 19, 2022.
2.0 PROJECT DESCRIPTION
2.1 General
Area 2 Phase 1 is an approximately 4.9-acre C&D landfill unit designed by Smith
Gardner, Inc. (S+G). The landfill subgrade was constructed using on -site soils that meet
NC DEQ's required soil types (SM, SC, ML, CL, MH, and/or CH). In addition to the landfill
subgrade, Area 2 Phase 1 also includes associated perimeter berms and erosion and
sediment control (E&SC) measures.
2.2 Reference Documents
Area 2 Phase 1 was constructed in accordance with the following documents:
Permit to Construct Application - Westside C&D Landfill - Area 2:
Includes technical specifications, CQA manual, and construction drawings
prepared by S+G and dated July 2020, revised June 2022.
Permit to Construct - Westside C&D Landfill - Area 2:
Issued by NCDEQ-DWM on August 19, 2022 (copy provided in Appendix A).
Westside C&D Landfill - Area 2 Phase 1 - Erosion and Sediment Control Plan:
Project ID WILSO-2022-012 submitted by Smith Gardner, Inc., April 29, 2022.
Approved by the North Carolina Division of Energy, Mineral, and Land Resources
(NCDEMLR) on June 27, 2022.
Area 2 Phase 1- Westside CBD Landfill Construction Quality Assurance Report
September 2022 Page 1

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
2.3 Project Participants
The following parties were involved in the construction and CQA of Area 2 Phase 1:
2.3.1 Owner
Wilson County Solid Waste Services
2400 NC Hwy 42 East
Wilson, NC 27893
Phone: [phone]
Fax: [phone]
Contacts: Andy Davis, Director
2.3.2 Engineer/CQA Engineer
Smith Gardner, Inc. (S+G)
14 N. Boylan Ave.
Raleigh, NC 27603
Phone: [phone]
Contacts: W. Michael Brinchek, P.E., Senior Project Manager
2.3.3 CQA Testing - Earthwork, Geosynthetics, a Construction Monitoring
Geotechnics
2200 Westinghouse Blvd., Suite 103
Raleigh, NC 27604
Phone: [phone]
Contacts: Mike Smith, Regional Manager
2.3.4 Contractor
Baxter Johnson Contracting, Inc. (BJC)
1513 S. Bloodworth Street
Raleigh, NC 27610
Phone: [phone]
Contacts: Brady Johnson, President
Brad Murray, Site Superintendent
Area 2 Phase 1- Westside CSD Landfill Construction Quality Assurance Report
September 2022 Page 2

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
3.0 SUMMARY OF CONSTRUCTION ACTIVITIES
Major elements of the project are discussed below. Photos documenting the construction of
Area 2 Phase 1 can be found in Appendix B. Prior to BJC beginning work, a project pre -
construction meeting was held on June 3, 2022, a meeting summary is provided in Appendix C.
3.1 Site Preparation
Construction began in June 2022 with the surveying/staking of the limits of construction
and the installation of temporary erosion and sediment control measures (i.e., silt fence,
stone outlets, etc.) surrounding the clearing limits. Following installation of these
temporary measures, BJC initiated clearing and grubbing activities and installation of
SB-1.
3.2 Erosion and Sediment Control Measures
The construction of erosion and sediment control measures took place in conjunction
with project activities and under the site permit issued by NCDEMLR. Permanent
drainage channels and sediment basins were added as areas were brought to grade.
Once areas reached final grade, the areas were vegetated in accordance with project
requirements.
3.3 Excavation and Embankment
Once portions of the site were cleared and grubbed, excavation and stockpiling activities
were performed. Excavated materials including stripped topsoil, unsuitable soils, and
structural fill were identified and separated. The soils within the Area 2 Phase 1
footprint identified for use as structural fill were excavated and placed and compacted
where needed.
Upon completing the Area 2 Phase 1 subgrade construction and in accordance with the
permit, Mr. Seth Rickerts, P.G. visited and examined the site to identify any subgrade
conditions that may adversely affect the design, construction, oroperation of the unit.
As documented in Mr. Rickert's report (Appendix D) no areas of rock or any other
unusual geologic features were identified. The subgrade consisted of sandy silts with
varying amount of clays, meeting NCDEQ's requirements for a C&D landfill subgrade.
3.4 Well Abandonment
On September 7th, 2022, Smith Gardner, Inc. personnel met drillers from Geologic
Explorations to abandon PZ-1. This piezometer was over -drilled to remove the casing
and the resulting We was grouted from bottom to top using a tremie-pipe to emplace
the grout. A letter summarizing well abandonment activities which includes
abandonment records is included in Appendix E.
Area 2 Phase 1- Westside CBD Landfill Construction Quality Assurance Report
September 2022 Page 3

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
4.0 CQA PROGRAM
4.1 Scope of Services
In satisfying the requirements of the Project CQA Manual for Area 2 Phase 1, the
following activities were performed:
• Observation and documentation of construction of prepared subgrade,
groundwater underdrain, structural fill, and landfill subgrade;
• Field and/or laboratory testing of structural fill;
• Review of submittals from the Contractor for conformance with project
specification and CQA requirements;
• Review/preparation of record drawings; and
• Preparation of the final CQA report.
5.0 EARTHWORK CQA
The criteria for construction of structural fill per the project specifications included the
following:
Materials: SM, SC, ML, or CL (ASTM D 2487) with no topsoil or other
deleterious material and no stones or rocks in excess of one
half the lift thickness as compacted;
Density: Minimum 95% Maximum Standard Proctor Dry Density (100%
under roads and structures) (ASTM D 6981;
Moisture Content: As necessary for compaction (+/- 2% of Optimum under roads
and structures); and
Lift Thickness: 8-inch max. (compacted).
The number and results of material control and record tests performed on the structural fill are
summarized in Table 1. Other tests performed on an on -going basis during construction
included a visual classification of soils (ASTM D 24881 and monitoring of loose lift thickness.
Note that the number of tests required was based on an approximate quantity of 9,400 CY of
material placed (in -place measure). The on -site material used during Phase 1 were consistent
with previous material testing and are representative of the materials used. The results of field
and laboratory testing of structural fill can be found in Appendix F.
6.0 RECORD DRAWINGS
The record drawings for Area 2 Phase 1 are included in Appendix G.
Area 2 Phase 1- Westside CBD Landfill Construction Quality Assurance Report
September 2022 Page 4

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
7.o PROJECT CERTIFICATION
Based on the observations and results of the CQA program documented herein, it is our
professional opinion that the construction of Area 2 Phase 1 of the Westside C&D Landfill was
completed in accordance with the following:
i. The Project CQA Manual;
ii. The conditions of the Area 2 Permit to Construct;
iii. The requirements of 15A NCAC 13B.0541; and
iv. Acceptable engineering practices.
Area 2 Phase 1- Westside CSD Landfill Construction Quality Assurance Report
September 2022 Page 5

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
STRUCTURAL FILL
RECORD TEST SUMMARY
Project Name: Wilson Westside C&D Landfill
Project Number: Wilson 21-1
Contractor: Baxter Johnson Contracting, Inc.
In -Place Moisture -Density Test Results:
Test
Number
Date
Test
Method*
In -Situ Values
Moisture
Dry Density Content
(pcf) (%)
Reference Values
(ASTM D 6981
Optimum
Maximum Moisture
Dry Density Content
I (pcf) (%)
Compaction
(%)
Difference
From
Optimum
Moisture
(%)
Pass/Fail
Location/Comment
ND-1
7/28/22
ND
112.0
12.9
108.2
17.7
103.5
-4.8
PASS
ND-2
7/28/22
ND
111.3
12.7
108.2
17.7
102.9
-5.0
PASS
ND-3
7/28/22
ND
118.5
12.7
108.2
17.7
109.5
-5.0
PASS
ND-4
7/28/22
ND
111.7
15.7
108.2
17.7
103.2
-2.0
PASS
ND-5
7/28/22
ND
119.5
12.2
108.2
17.7
110.4
-5.5
PASS
ND-6
7/28/22
ND
111.6
12.5
108.2
17.7
103.1
-5.2
PASS
ND-7
8/4/22
ND
109.8
11.9
108.2
17.7
101.5
-5.8
PASS
ND-8
8/4/22
ND
109.1
13.0
108.2
17.7
100.8
-4.7
PASS
ND-9
8/4/22
ND
105.1
12.7
108.2
17.7
97.1
-5.0
PASS
ND-10
8/11/22
ND
114.9
15.8
108.2
17.7
106.2
-1.9
PASS
ND-11
8/11/22
ND
102.8
1 16.3
1 108.2
1 17.7
95.0
-1.4
PASS
DC-1
8/11/22
DC
103.5
17.0
108.2
17.7
95.7
-0.7
PASS
*Note: ND = Nuclear Density; DC = Drive Cylinder
Totals:
Number of Tests = 12
Min. Percent Compaction = 95.0 Min. Moisture (% of Opt.) = -5.8
Max. Percent Compaction = 110.4 Max. Moisture (% of Opt.) = -0.7
Avg. Percent Compaction = 102.4 Avg. Moisture (% of Opt.) = -3.9
SMITH GARNER, INC. Record Tests 1 of 1 WC U2 P1 Table 1 Structural Fill Summary.xls

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Appendix A
Reference Documents (Permits)
Construction Quality Assurance Report
Westside CEO Landfill
Area 2 Phase 1 Construction

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
ROY COOPER
Covernor
ELIZABETH S. BISER
Serrerary
MICHAEL 5COTT
Dkvuror
Via email
Mr. Andy Davis, Solid Waste Director
Wilson County
P O Box 1728
Wilson NC 27894
NORTH CAROLINA
fnvkvramerim! QuWl ty
August 19, 2022
Re: Permit to Construct Area 2 —Wilson County Westside C&D Landfill, 9809-CDLF-2004
Dear Mr. Davis:
Please find enclosed the Permit to Construct for the Wilson County Westside C&D Landfill. This
permit approves construction of Area 2.
In general, the new facility permit does not reiterate permit conditions which are included in the
Solid Waste Management Rules, 15A NCAC 13B, nor does it restate specific conditions which are
included within the approved plans, such as site -specific operations. Please review the conditions
of the permit carefully.
Approved site documents can be viewed and downloaded from our online document database:
https://edocs.deg.nc.gov/WasteManagement/Browse.aspx?id=408&dbid=0&repo=WasteManagem
ent
If you have any questions, please contact me at 919-707-8255, or email [e-mail].
The Environmental Senior Specialist for the facility is John College. He can be reached at
[e-mail].
Sincerely,
Donna J. Wilson
Environmental Engineer
Solid Waste Section
cc: Mike Brinchek, Smith Gardner
Christine Ritter
John College
Df E Q � North Carolina Department of Environmental Quality I Division of Waste Management
NORTH cnao iNa 2l7 West Jones Street 11646 Mail Service Center I Paleigh, North Carolina 27699-1646
DOIMWMMI a brvimdnemei au-i� 919.707.8200

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MICHAEL SCOTT
Director
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 1 of 12
NORTH CAROLINA
EhVkWMMW1 Quality
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WASTE MANAGEMENT
SOLID WASTE SECTION
SOLID WASTE MANAGEMENT FACILITY
Permit No. 9809-CDLF-2004
WILSON COUNTY
is hereby issued a
PERMIT TO CONSTRUCT
Wilson County Westside C&D Landfill, Area 2
PERMIT TO OPERATE
Wilson County Westside C&D Landfill, Area 1
located at 2400 NC Highway 42 East, east of Wilson, Wilson 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 deed recorded for this property listed in Attachment 1 of this permit.
Sherri C. Stanley, Supervisor
Permitting Branch, Solid Waste Section
Division of Waste Management
North Carolina Department of Environmental Quality � Division of Waste Management
217 West Jones Street 11646 MaiI Service Center I Raleigh, North Carolina 27699-1646
919.707.8200

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 2 of 12
ATTACHMENT 1
GENERAL PERMIT CONDITIONS AND INFORMATION
Permit to Operate Data Table
Permit
Issuance
Expiration
0403-CDLF-2004
August 19, 2022
September 17, 2064
*Life of Site, subject to conditions of this permit and NC General Statute 130A — 294. Refer to Attachment
3, permit condition 1.
PART I GENERAL FACILITY
This permit is issued by the North Carolina Department of Environmental Quality, 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 approval to construct and a permit approval to
operate. The permit approval to construct must be implemented in accordance with
Attachment 2 of this permit. The permit approval 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. The Permit to Operate dated January 21, 2016, was recorded at the Wilson County Register
of Deeds on February 17, 2016, in Deed Book 2645, pages 381-399.
4. When this property is sold, leased, conveyed, or transferred in any manner, the deed or
other instrument of transfer must contain in the deed 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 shall be in accordance
with the Solid Waste Management Rules, 15A NCAC 1313; Article 9 of Chapter 130A of
the North Carolina General Statutes (N.C.G.S. 130A-290, et seq.); the conditions contained
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. This 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,"
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.
9. In accordance with N.C.G.S. 130A-295.2(g), the permittee shall notify the Section thirty
(30) days prior to any significant change in the identity or business structure of either the

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 3 of 12
owner or the operator, including but not limited to, a proposed transfer of ownership of the
facility, a change in the operator of the facility, or a change in the parent company of the
owner or operator.
10. The permittee is responsible for obtaining all permits and approvals necessary for the
development of this project including approval from appropriate agencies for a General or
Individual National Pollutant Discharge Elimination System (NPDES) Stormwater
Discharge Permit. 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 Management Facility
Wilson County, N.C. Register of Deeds
Book Page Grantee Grantor Acres
Plate 14 109
Deed 1396 708
Deed 1562 165
Plat 13 6 Recombination Plat — Wilson County Landfill 103.76
Deed 1110 159
Deed 1091 627
Plat 32 13
Total Site Acreage: 103.76 acres
The Wilson County parcel number is 3732529078.000.
C&D Disposal Areas
Size
Latitude and Longitude, approx. center
Area 1
10.5 acres
35.717360,-77.857323
Area 2
17.2 acres
35.721386,-77.863047
Permitting History
Permit Type
Date Issued
Doc/File
ID
Permit to Operate PTO — Area 1 Phase 1, Cell 1
September 17, 2004
12569
Permit to Construct PTC — Area 1 Phase 1, Cells 2 & 3
September 24, 2004
12568
PTO, Modification, Area 1 Phase 1, Cells 1, 2, &3
July 22, 2005
12567
PTC & PTO, Amendment, Area 1 Phases 1 & 2, Vertical
Expansion
January 25, 2011
12570
PTO, Amendment, Area 1 Phases 1, 2 & 3, Vertical
Expansion
January 21, 2016
25353
PTO, Modification, Area 1 Vertical Expansion
February 18, 2021
1528583
PTC, Area 2
August 19, 2022
1704780
The facility property also contains a closed unlined municipal solid waste (MSW) landfill,
a closed C&D landfill on top of a portion of the same closed landfill, a closed waste tire

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 4 of 12
monofill, a land clearing and inert debris (LCID) landfill, and several recycling collection
areas.
2. The closed unlined MSW landfill, permitted as 980 1 -MSWLF- 1990, operated from 1974 to
1997. It consists of separate adjacent disposal units, as shown on facility drawings. The
center of the closed MSW landfill units is approximately latitude and longitude: 35.714890,
-77.851379. A C&D landfill unit was operated on top of a portion of the closed MSW
landfill units.
PART II: LIST OF DOCUMENTS FOR APPROVED PLAN
Note — Documents referenced in this permit (e.g., File ID 1528585) can be viewed online at the
NC Solid Waste Section website in the Documents database.
1. Site Application for Wilson County Westside C&D Landfill. December 2003, map set July
2003.
2. Construction Plan for Wilson County Westside C&D Landfill. August 2004, revised
through September 2004.
3. Permit Application, Wilson County Westside C&D Landfill Continued Operations. July
2008, revised through November 2009. Doc ID 8946.
4. Permit Amendment Application, Wilson County Westside C&D Landfill Continued
Operations. January 2010, revised through January 2011, Doc ID 12737.
5. Operation Plan for Sorting Tear -off Asphalt Shingles for Recycling. November 2012. Doc
ID 17929.
6. Permit Amendment Application, Wilson Westside CDLF, Continued Operations. June
2015, revised through January 2016. Doc ID 25352. Beneficial use of glass/porcelain for
road material inside the landfill footprint, Doc IDs 25440 and 25439.
7. Application for Vertical Expansion, Wilson Westside CDLF. December 2020, revised
through January 2021. File ID 1528585.
8. Permit To Construct Application for Area 2. Prepared by Smith Gardner. May 2022,
revised through June 2022. File IDs 1692425, 1692424, 1692423, and 1692422.
- End of Section —
ATTACHMENT 2
CONDITIONS OF PERMIT APPROVAL TO CONSTRUCT
This permit approves the construction of Area 2, Phases 1 through 4. The initial,
substantial, construction authorized by this Permit Approval to Construct must
commence within 18 months from the issuance date of the permit issued August 19,
2022. If substantial construction does not begin by this date, 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

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 5 of 12
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. The permittee 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.
3. 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.
4. 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.
5. Construction of groundwater monitoring wells and landfill gas monitoring wells, and
abandonment of groundwater and landfill gas wells, shall be in accordance with the
conditions of Attachment 3, Environmental Monitoring Conditions.
6. Modifications to the approved sedimentation and erosion control activities require
approval by the NC Division of Energy, Mineral and Land Resources. The Section must
be notified of any modifications.
7. Burning of land -clearing debris generated on site as a result of construction activities may
be allowed only if prior to initiating the controlled burning, the permittee obtains
approvals and/or permits from the Section, the NC Division of Air Quality in accordance
with 15A NCAC 02D .1900, the NC Forest Service, and the local government. The
permittee must conduct the approved open burning in compliance with all air pollution
and open burn laws, regulations, and ordinances.
8. The following requirements must be met prior to operation of any newly constructed
area:
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.
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, as applicable. The financial assurance amount must include closure and
post -closure costs including the new area to receive the permit to operate.

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 6 of 12
The Permittee must obtain a permit to operate for the unit from the Section.
- End of Section —
ATTACHMENT 3
CONDITIONS OF PERMIT APPROVAL TO OPERATE
PART I: FACILITY OPERATION CONDITIONS
In accordance with 130A-294 (a2) this permit is for the life -of -site. Life -of -site ends
when the facility reaches its final permitted elevations, or no later than September 17,
2064, which is 60 years from the initial operation of the landfill. Continued operation
after this date will require a permit renewal in accordance with rules and requirements at
that time.
2. The facility is approved to operate Area 1. The following table lists the dimensions and
details for the C&DLF, both existing and future. Gross capacity is defined as the volume
measured from the bottom of waste through the top of final cover.
C&D Landfill Unit
Area (acres)
Gross Capacity
(cubic yards)
Status
Area 1
10.5
472,660
Close to capacity
Area 2
Phase 11
4.9
201,510
Future
Phase 21
4.2
268,780
Future
Phase 31
4.3
271,080
Future
Phase 4'
3.8
370,300
Future
Phase 52
0
417,740
Future
Area 2 Total
1 17.2
1 1,529,410
1Construction documentation must be submitted to the Section for review and approval prior to the
operation of Area 2, Phases 1 through 4.
2Phase 5 is vertical fill over Phases 1 through 4
3. The C&DLF is permitted to receive the following waste types for disposal:

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 7 of 12
a. Construction and demolition debris, defined in 15A NCAC 13B .0532, 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, defined in 15A NCAC 13B .101, means inert debris that consists solely
of asphalt, cured concrete, brick, concrete block, gravel, and rock. Inert debris
waste shall not contain chemical adhesives or sealants, or lead -based paint.
C. Land -clearing waste, defined in 15A NCAC 13B .101, means land -clearing debris
that consists solely of stumps, trees, limbs, brush, grass, and other naturally
occurring vegetative material.
4. Regulated asbestos -containing material as defined in 40 CFR 61 must be managed in
accordance with 40 CFR 61. Disposal of asbestos waste must be in accordance with Rule
15 NCAC 13B .0542 and the approved operations plan, and must be only disposed within
the C&D landfill.
5. Wastewater treatment sludge is not approved for disposal. Wastewater treatment sludge
may be accepted, with the approval of the Section, for utilization as a soil conditioner and
incorporated into or applied onto the vegetative growth layer. The wastewater treatment
sludge must not be applied at either greater than agronomic rates or to a depth greater
than six inches according to Rule 15A NCAC 13B .0542.
6. Those wastes listed in Rule 15A NCAC 13B .0542 (e) must not be accepted for disposal,
including, but not limited to, hazardous waste, municipal solid waste (MSW), liquid
waste, commercial or industrial wastes, and yard trash.
7. Wooden pallets and yard waste are not approved for disposal. Wood pallets and yard
waste may be accepted and managed in the on -site Wood Processing and Yard Trash
Composting Area according to the approved plan.
8. This facility is permitted to receive solid waste generated within Wilson County
consistent with the resolution passed by the Wilson County Board of Commissioners on
June 1, 2020.
9. The facility is approved to accept wastes at a rate of maximum 50,000 tons per year
consistent with the resolution passed by the Wilson County Board of Commissioners on
June 1, 2020. Maximum variance shall be in accordance with NCGS 130A-294(bl)(1).
10. The permittee must not knowingly dispose of C&D waste that is generated within the
boundaries of a unit of local government that by ordinance:
a. Prohibits generators or collectors of C&D waste from disposing of that type or form
of C&D waste.
b. Requires generators or collectors of C&D waste to recycle that type or form of
C&D waste.
11. The permittee must actively employ a training and screening program for detecting and
preventing the disposal of excluded or unauthorized wastes. At a minimum, the program
must include:

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 8 of 12
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, MSW, or other excluded or unauthorized wastes. The plan must address
identification, removal, storage, and final disposition of these wastes.
12. In accordance with NCGS 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, which may be
referred to, but is not required to be, in determining ADC types and uses.
a. The use of ADC that does not meet the condition above requires approval of the
Section prior to implementation. Requests for ADC approval must include a plan
detailing the comprehensive use and a demonstration of the effectiveness of the
alternative cover, developed according to Section guidelines. Plans that are
approved by the Section will be added to the list of approved documents listed in
Attachment 1.
b. The permittee must maintain records for all solid waste materials accepted and used
as ADC. 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. Records must be made available to the Section upon request.
13. Routine inspections of cover for leachate seeps and erosion, and repair, shall be
conducted in accordance with the approved plan.
14. Financial assurance must be continuously maintained for the duration of the facility in
accordance with applicable state rules and statutes. Closure and Post -Closure cost
estimates and financial instruments must be updated annually.
Environmental Monitoring Conditions
15. Groundwater, surface water, and landfill gas monitoring locations must be established
and monitored according to state rules and the approved plans. Any proposed
modification to an approved plan must be submitted to the Section and approved prior to
implementation.
16. The permittee must obtain approval from the Section for the design, installation,
development or abandonment of any groundwater monitoring well or landfill gas
monitoring well. Any modification to the approved Water Quality Monitoring Plan or
Explosive Gas Monitoring Plan must be reviewed and approved by the Section.
17. Groundwater monitoring wells and surface water monitoring points must be sampled at
least semi-annually in accordance with state rules, the approved water quality monitoring
plan, and the current policies and guidelines of the Section in effect at the time of
sampling. In accordance with Rule 15A NCAC 13B .0544 and the approved landfill gas
control plan, landfill gas monitoring must be conducted quarterly, unless otherwise
specified by the Section.

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 9 of 12
18. Reports of the analytical data for each water quality monitoring event must be submitted
to the Section within 120 days of the sample collection date. The permittee must provide
a potentiometric surface map for the current sampling event that shows groundwater and
surface water sampling locations, and all new, existing, and abandoned groundwater well
locations. Analytical data must be submitted in a manner prescribed by the Section.
19. A readily accessible unobstructed path must be maintained so that groundwater and
landfill gas monitoring wells and surface water sampling locations are accessible using
four-wheel drive vehicles.
20. Documentation of well completion, well development details, repair, abandonment, and
all other pertinent activities associated with each groundwater and landfill gas monitoring
well must be maintained in the facility operating record. The permittee must maintain a
record of all groundwater, surface water, and landfill gas monitoring events and
analytical data in the operating record.
21. All landfill gas monitoring events must be conducted quarterly by properly trained
personnel and must include monitoring for all explosive gases, including hydrogen
sulfide according to the approved monitoring plan. Landfill gas monitoring must include
interior monitoring of onsite buildings.
22. Landfill gas monitoring results must be recorded on forms provided by the Section.
Erosion and Sedimentation Control Requirements
23. 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. 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.
24. 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.
25. 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.
Reporting and Recordkeeping Requirements
26. 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 during normal
business hours.
27. Scales must be used to weigh the amount of waste received. The daily records are to be
summarized into a monthly report for use in the required annual reports. The permittee
must maintain records of:
a. The amount of all accepted solid waste materials as (i) C&D wastes, (ii) alternative
cover material used as alternate periodic cover, and (iii) recyclable material.

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 10 of 12
b. Daily records of waste received, and origins of the loads.
28. 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 September 17, 2004, through the date of the annual volume survey must be
included in the report.
e. The completed report must be forwarded to the Section's Regional Environmental
Senior 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
Environmental Specialist by the date due on the prescribed annual facility report
form.
Closure and Post -Closure
29. The permittee must conduct closure and post -closure activities in accordance with the
approved plan and Rule 15A NCAC 13B .0543. Prior to beginning closure of each
C&DLF unit, the owner must notify the Division in writing that a notice of the intent to
close the unit has been placed in the operating record.
30. The owner shall submit an application for a closure and post -closure care permit to the
Division when the facility reaches its final permitted elevations and prior to initiating
closure activities for the final permitted C&DLF unit at the facility.
PART II: MISCELLANEOUS SOLID WASTE MANAGEMENT ACTIVITIES
General Conditions
31. Wastes and recyclable products, as described below, shall be managed in the designated
areas as shown on the approved application drawings. The permittee must obtain Section
approval before re -locating any of these operations or revising the operations.

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 11 of 12
32. Wastes and recyclables must be stored in reasonably sized piles with adequate fire breaks
and lanes.
33. Surface water shall be diverted from all operational and storage areas to prevent standing
water in operational areas and under or around storage piles. Water that comes in contact
with solid waste is deemed to be leachate and shall be contained on -site or properly
treated prior to discharge.
34. Sufficient dust, odor, and litter control measures must be employed to minimize airborne
emissions and to prevent nuisances.
35. Effective vector control measures shall be applied as necessary to control flies, rodents,
insects, and vermin.
36. The waste tire collection area shall be operated in accordance with the requirements of
Rule 15A NCAC 13B .1107 and the approved operations plan.
37. White goods containing refrigerants must be stored upright and handled in a manner to
prevent leakage. Refrigerants must be properly removed by trained personnel prior to
removal off -site for recycling.
Yard Waste and Wood Waste Processing Area
38. The facility operation includes a 4.5-acre Wood Processing Area, and small Type 1
composting operation.
39. The operation is approved to accept land clearing debris, yard waste, and untreated and
unpainted wood waste/pallets. Maximum storage at any given time is 6,000 cubic yards.
Larger storage amounts will require a permit application for a Large Type 1 facility.
40. Pile sizes for unprocessed and processed wood material (mulch) must be limited to 50
feet wide, 30 feet high, with unlimited length within the approved wood
waste/composting boundaries, unless otherwise approved by the Section. Active compost
pile sizes are limited to 10 feet high and 15 feet wide, unlimited length within the
operation boundaries, unless otherwise approved by the Section.
41. Unless used for boiler fuel, yard trash must be composted to meet pathogen reduction, in
accordance with Rule 15A NCAC 13B .1406. Written records must be maintained to
document the compost process reaching 131 degrees for three days for each batch or pile.
Inert Debris Disposal Area
42. Inert debris disposal at the site, must meet either the requirements listed in 15A NCAC
13B .0562 for beneficial fill, or the requirements listed in 15A NCAC 13B .0563 et seq.,
for a land clearing and inert debris landfill.
Glass Fines for Road Material
43. The landfill is permitted to accept and use residual glass/porcelain A2 Fines as road
material inside the CDLF waste footprint according to the approved plan (DIN 25352).
The only approved source of the material is Reflective Recycling, Inc., address 2606
Wilco Boulevard, Wilson, NC 27893, Phone [phone]. The material must be

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Permit No: 9809-CDLF-2004
Wilson County Westside C&D Landfill
August 19, 2022
File ID 1704780
Page 12 of 12
characterized as non -hazardous according to analytical test Toxicity Characteristic
Leaching Procedure (USEPA SW-846, Test Method 1311).
44. The permittee must conduct random waste screening according to the approved
operations plan (DIN 25352) to ensure that the material is not co -mingled with non-
conforming waste material by more than 10% volume for each load.
45. The maximum quantity of the residual glass/porcelain A2 Fines that can be used as road
material is 500 tons per year.
46. The material must be stored within the landfill footprint and used at approximately one
month intervals. The material must be stored either within the active landfill cell,
adjacent to the working face, or outside the active cell in a concrete bay/bin and/or
covered to prevent leachate generation.
- End of Permit Conditions -

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
a C&D Landfill Existing Soil Stockpile Sediment Basin (WILSO-2022-012)
SMITH GARDNER
Mike Brinchek <[e-mail]>
Westside C&D Landfill Existing Soil Stockpile Sediment Basin (WILSO-2022-012)
8 messages
Mac Jones <[e-mail]> Fri, Aug 5, 2022 at 9:26 AM
To: "Barham, Ivana S" <[e-mail]>
Cc: Mike Brinchek <[e-mail]>
Ivana,
Thank you for taking the time to speak with me yesterday. As discussed, please find the attached letter detailing the
design of the existing soil stockpile sediment basin at the Westside C&D Landfill. Please let me know if you have any
additional questions related to using this basin in lieu of the proposed SB-2 in the approved E&SC Plan for the project
(WILSO-2022-012). Thanks in advance.
Sincerely,
Mac Jones, E.I.
Staff Engineer
14 N. Boylan Avenue
Raleigh, NC 27603
P [phone] x153
C [phone]
www.smithgardnerinc.com
_ Wilson Area 2 Phase 1 Existing Sed Basin.pdf
486K
Barham, Ivana S <[e-mail]>
To: Mac Jones <[e-mail]>
Cc: Mike Brinchek <[e-mail]>
Mac,
Mon, Aug 8, 2022 at 10:41 AM
https://mail.google.Com/mail/u/1 /?ik=6fg9fc3a5l &view=pt&search=all&permthid=thread-f%3Al 740327848249326589&simpl=msg-f%3Al 7403278482... 1 /7

DocuSign Envelope ID: 2AB7AE48-9C15-410Av9773-5308A... F
--- C&D Landfill Existing Soil Stockpile Sediment Basin (WILSO-2022-012)
Based on the information provided it appears that the existing basin is sized appropriately to handle the drainage from the
stockpile area. I am ok with usage of existing basin in lieu of proposed SB-2, provided it has been maintained and
cleaned out and still has the storage capacity that's shown in the calculations. The existing basin was also designed per
the standards that were in place in 2008 and needs to include additional measures that are part of new SPCA and
NCG01 requirements. Please include the following in the revised design:-
1. Stabilized conveyance from the temporary diversions to the existing basin.
2. Location of dewatering silt bag.
3. Include the skimmer outlet le rip rap apron within the LOD.
4. Provide silt fence and silt fence outlet below the skimmer outlet.
Once you have made the above mentioned changes, please send a copy of the revised sheet from the plan set (Sheet 3)
and the narrative that you provided for our files. Please let me know if you have more questions.
Ivana Barham, PE
Assistant Regional Engineer - RRO
Division of Energy, Mineral, and Land Resources
Department of Environmental Quality
919-791-4215 (office)
919-571-4718 (fax)
[e-mail]
Physical Address: 3800 Barrett Drive
Raleigh, NC 27609
Mailing Address: 1628 Mail Service Center
Raleigh, NC 27699-1612
D E
1lup�i+Sliim�! of Euv+rumm�Ma! quamlr
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Mac Jones <[e-mail]>
Sent: Friday, August 5, 2022 9:26 AM
To: Barham, Ivana S <[e-mail]>
Cc: Mike Brinchek <[e-mail]>
Subject: [External] Westside C&D Landfill Existing Soil Stockpile Sediment Basin (WILSO-2022-012)
https://mail.google.com/mail/u/1 /?ik=6fg9fc3a5l &view=pt&search=all&permthid=thread-P/a3Al 740327848249326589&simpl=msg-f%3Al7403278482... 2/7

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F806F = C&D Landfill Existing Soil Stockpile Sediment Basin (WILSO-2022-012)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
[Quoted text hidden]
Mike Brinchek <[e-mail]> Mon, Aug 8, 2022 at 11:10 AM
To: 'Barham, Ivana S" <[e-mail]>, Mac Jones <[e-mail]>
Ivana,
I have a couple of questions regarding your comments that may be worth circling back on the phone.
We can add stabilized conveyance from the temporary diversion to the basin and will get that turned back around. My
concern is with the other comments.
What is the purpose of adding the rip rap apron to the LOD since it is part of the original design , is existing and is still
functional without needing to be reestablished?
What is the purpose of adding the silt fence, and silt fence outlet to the skimmer discharge? I understand adding it to a
new basin that has yet to be established, but this basin already has a well -vegetated berm and a stabilized outlet. Is this
to provide additional treatment? If so, where in the regulations does it require us to further treat water coming out of the
skimmer?
What is the purpose of adding the dewatering silt bag if the basin has been previously established and the skimmer can
be installed in the dry without dewatering? Once the skimmer is installed, there will be no need to dewater through a silt
bag?
Regards.
Mike
W. Michael Brinchek, PE
Senior Project Manager
anapmmly
14 N. Boylan Avenue
Raleigh, NC 27603
P [phone], Ext. 128
F [phone]
C [phone]
[Quoted text hidden]
https://mail.google.com/mail/u/1 /?ik=6f99fe3a5l &view=pt&search=all&permthid=thread-f%3Al 740327848249326589&simpl=msg-f%3A17403278482... 3/7

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF C&D Landfill Existing Soil Stockpile Sediment Basin (WILSO-2022-012)
Barham, Ivana S <[e-mail]> Mon, Aug 8, 2022 at 12:35 PM
To: Mike Brinchek <[e-mail]>, Mac Jones <[e-mail]>
Mike
See my response below in red.
Ivana Barham, PE
Assistant Regional Engineer - RRO
Division of Energy, Mineral, and Land Resources
Department of Environmental Quality
919-791-4215 (office)
919-571-4718 (fax)
[e-mail]
Physical Address: 3800 Barrett Drive
Raleigh, NC 27609
Mailing Address: 1628 Mail Service Center
Raleigh, NC 27699-1612
w ��D- E
rl&pan1owl1411Fnri(VAnwnuI GuAlVw
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Mike Brinchek <[e-mail]>
Sent: Monday, August 8, 2022 11:11 AM
To: Barham, Ivana S <[e-mail]>; Mac Jones <[e-mail]>
Subject: RE: [External] Westside C&D Landfill Existing Soil Stockpile Sediment Basin (WILSO-2022-012)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
Ivana,
https://mai1.googIa.com/mail/u/1 /?ik=6f99fc3a51 &view=pt&search=all&permthid=thread-f%3A 1740327848249326589&simpI=msg-f%3A17403278482... 4/7

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF ; C&D Landfill Existing Soil Stockpile Sediment Basin (WILSO-2022-012)
I have a couple of questions regarding your comments that may be worth circling back on the phone.
We can add stabilized conveyance from the temporary diversion to the basin and will get that turned back around. My
concern is with the other comments.
What is the purpose of adding the rip rap apron to the LOD since it is part of the original design , is existing and is still
functional without needing to be reestablished? Skimmer outlet/rip-rap apron is being used as sediment and erosion
control measure for this project. If you are going to use existing basin that was previously approved, for a new project,
you must include all parts of the basin, including the skimmer outlet/rip-rap apron within the LOD of the new project.
What is the purpose of adding the silt fence, and silt fence outlet to the skimmer discharge? I understand adding it to a
new basin that has yet to be established, but this basin already has a well -vegetated berm and a stabilized outlet. Is this
to provide additional treatment? If so, where in the regulations does it require us to further treat water coming out of the
skimmer? The purpose of silt fence and silt fence outlet is to act as an additional barrier against offsite sediment. Section
15A NCAC 04B. 0106 (5) talks about prevention of offsite sediment. In our experience, it has been observed that silt
fence and silt fence outlet below skimmer outlet is very effective in preventing offsite sediment. You can choose not to add
the silt fence and outlet below the skimmer outlet on the plans but if during inspection offsite sediment is noted in this area
by our inspector, the contractor will be asked to install additional measures.
What is the purpose of adding the dewatering silt bag if the basin has been previously established and the skimmer can
be installed in the dry without dewatering? Once the skimmer is installed, there will be no need to dewater through a silt
bag? Dewatering silt bag is also needed for emergency maintenance purposes. Also, have the baffles already been
installed in basin? Dewatering silt bag could be used to drain the basin to install the baffles if they haven't been installed
already.
[Quoted text hidden]
Mike Brinchek <[e-mail]> Mon, Aug 8, 2022 at 1:02 PM
To: Mac Jones <[e-mail]>
Please go ahead and get this complete.
[Quoted text hidden]
Mac Jones <[e-mail]> Mon, Aug 8, 2022 at 4:29 PM
To: "Barham, Ivana S" <[e-mail]>, Mike Brinchek <[e-mail]>
Ivana,
Please find the attached revised letter and site plan based on your comments. Please let me know if you require any
additional information for approval of the existing stockpile sediment basin.
Sincerely,
Mac Jones, E.I.
Staff Engineer
https://mail.google.com/mail/u/1/?ik=6fg9fc3a5l &view=pt&search=all&permthid=thread-f%3A1740327848249326589&simpl=msg-f%3A17403278482... 5/7

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
SMITH GARIDNER
C&D Landfill Existing Soil Stockpile Sediment Basin (WILSO-2022-012)
14 N. Boylan Avenue
Raleigh, NC 27603
P [phone] x153
C [phone]
www.smithgardnerinc.com
From: Barham, Ivana S <[e-mail]>
Sent: Monday, August 8, 2022 12:35 PM
[Quoted text hidden]
[Quoted text hidden]
=� Wilson Area 2 Phase 1 Existing Sed Basin.pdf
1016K
Barham, Ivana S <[e-mail]>
To: Mac Jones <[e-mail]>, Mike Brinchek <[e-mail]>
Mac,
Mon, Aug 8, 2022 at 4:49 PM
The revisions look good. Please use this email as my approval for this change. As mentioned before, please send a
paper copy of the letter and the sheet for our files. I wont be issuing another letter of approval since this project is already
approved for 19.97 acres, unless, you want a revised approval letter with the updated LOD, in which case you will also
need to send the revised first page of the FRO form with the updated "total acreage disturbed". Let me know if you have
any questions.
Ivana Barham, PE
Assistant Regional Engineer - RRO
Division of Energy, Mineral, and Land Resources
Department of Environmental Quality
919-791-4215 (office)
919-571-4718 (fax)
[e-mail]
Physical Address: 3800 Barrett Drive
https://mail.google.com/mail/u/l/?ik=6f99fc3a5l &view=pt&search=all&permthid=thread-f%3A1740327848249326589&simpl=msg-f%3A17403278482... 6/7

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF a C&D Landfill Existing Soil Stockpile Sediment Basin (WILSO-2022-012)
Raleigh, NC 27609
Mailing Address: 1628 Mail Service Center
Raleigh, NC 27699-1612
D
gcpaflrJufll of f"(""PIN l lal quaiy
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Mac Jones <[e-mail]>
Sent: Monday, August 8, 2022 4:30 PM
To: Barham, Ivana S <[e-mail]>; Mike Brinchek <[e-mail]>
Subject: RE: [External] Westside C&D Landfill Existing Soil Stockpile Sediment Basin (WILSO-2022-012)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
[Quoted text hidden]
Mac Jones <[e-mail]> Mon, Aug 8, 2022 at 4:52 PM
To: 'Barham, Ivana S" <[e-mail]>, Mike Brinchek <[e-mail]>
Thank you Ivana. We do not need a revised LOA as the new area is less than our approved total. I will send you hard
copies of the letter and plan sheet for your files and appreciate your prompt review of this matter.
[Quoted text hidden]
https://mail.google.com/mail/u/1/?ik=6f99fc3a5l &view=pt&search=all&permthid=thread4%3A1740327848249326589&simpl=msg-f%3A17403278482... 7/7

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
crormw
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SNAN WRENN
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June 27, 2022
LETTER OF APPROVAL
City of Wilson
ATTN: Denise Stinagle, County Manager
PO Box 1728
Wilson, NC 27894
RE: Project Name: Westside C&D Landfill -Area 2 Phase 1
Acres Approved: 19.97 Acres
Project ID: WILSO-2022-012
County: Wilson
City: Wilson
Address: NC 42 East
River Basin: Neuse
Stream Classification: Other
Submitted By: W. Michael Brinchek, PE, Smith+Gardner
Date Received by LQS: June 8, 2022
Plan Type: Revised
Dear Mr. Stingale,
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of
Approval must be posted at the job site. This plan shall expire three (3) years following the
date of approval, if no land disturbing activity has been undertaken, as is required by Title
15A NCAC 4B .0129.
As of April 1, 2019, all new construction activities are required to complete and submit an
electronic Notice of Intent (eNOI) form requesting a Certificate of Coverage (COC) under
the NCGO10000 Construction General Permit. After the form is reviewed and found to be
complete, you will receive a link with payment instructions for the $100 annual permit fee.
After the fee is processed, you will receive the COC via email. As the Financially
Responsible Party shown on the FRO form submitted for this project, you MUST obtain
the COC prior to commencement of any land disturbing activity. The eNOI form may be
accessed at deq.nc.gov/NCGO1. Please direct questions about the eNOI form to the
�rorm Crobor eparmmt of Imumnur" malty I rhnumr & ir%mW. Mte,-darw UwA Rr mff n-
`�� ►+brd4S#khlrrf Cl+t#� I IW KARTWO OnTLrr i RAkOO4 NwIhlovkLa 270"-1661?

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Letter of Approval
City of Wilson
June 27, 2022
Page 2 of 3
Stormwater Program staff in the Raleigh central office. If the owner/operator of this
project changes in the future, the new responsible party must obtain a new COC.
Title 15A NCAC 4B .0118(a) and the NCGO1 permit require that the following
documentation be kept on file at the job site:
1. The approved E&SC plan as well as any approved deviation.
2. The NCGO1 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by G.S. I I3A-61.1(a) of our right of periodic
inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control
plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of
1973 (North Carolina General Statute 113A-51 through 66), this office may require
revisions to the plan and implementation of the revisions to ensure compliance with the
Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations, and rules. In addition, local city or county
ordinances or rules may also apply to this land -disturbing activity. This approval does not
supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form, which you provided. You are requested to file an
amended form if there is any change in the information included on the form. In addition,
it would be helpful if you notify this office of the proposed starting date for this project.

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Letter of Approval
City of Wilson
June 27, 2022
Page 3 of 3
Your cooperation is appreciated.
Sincerely,
Ivana Barham, PE
Assistant Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
NPDES NCGO1 Fact Sheet
cc: W. Michael Brinchek, PE, Smith+Gardner
Regional Office file

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
CERTIFICATE OF PLAN APPROVAL
The posting of this certificate certifies that an erosion and sedimentation control plan has been
approved for this project by the North Carolina Department of Environmental Quality in
accordance with North Carolina General Statute 113A — 57 (4) and 113A — 54 (d) (4) and North
Carolina Administrative Code, Title 15A, Chapter 413.0107 (c). This certificate must be posted
at the primary entrance of the job site before construction begins and until establishment of
permanent groundcover as required by North Carolina Administrative Code, Title 15A,
Chapter 413.0127 (b).
Westside C &D Landfill Area 2 Phase 1: WILSO-2022-012
Project Name and Location
June 22, 2022
Date of Plan Approval
Certificate of Coverage Number
Pe (off, IV
Regional Engineer

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Certificate of Coverage
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG010000
NC Reference No. NCG01-2022-2395
Certificate of Coverage No. NCC222395
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water
Pollution Control Act, as amended,
Wilson County
is hereby authorized to discharge stormwater associated with CONSTRUCTION ACTIVITIES to surface waters of North
Carolina from a site located at:
Westside C&D Landfill - Area 2 Phase 1
2400 NC Hwy 42 East
Wilson
Wilson County
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in N.C. General Permit
No. NCG010000.
This Certificate of Coverage is affiliated with E&SC Plan Project No. WILSO-2022-012
This Certificate of Coverage shall become effective 7/12/2022.
This Certificate of Coverage shall remain in effect until rescinded or expired.
This Certificate of Coverage will expire on the anniversary of its effective date unless it is renewed by payment of the
annual administration and compliance fee.
for Brian Wrenn
Director, Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Appendix
Photographic Log
Construction Quality Assurance Report
Westside CEO Landfill
Area 2 Phase 1 Construction

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
S-- G Y6IHEERS PHOTOGRAPHIC LOG
Client Name:
Site Location:
Project No.
Wilson County
Wilson County Westside C&D Area 2
Wilson-21-1
Photo No.
Date:
1
07/25/22
Direction Photo Taken:
Southeast
- - : _3;•
Description:
SB-1 Primary and
Emergency Spillway
- -.- -
�- °'
_ . ".4 Y.�.
L
...
Photo No. Date:
2 07/25/22
Direction Photo Taken:
West
Description:
MISS

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Photo No. Date:
4 08/01/22
Direction Photo Taken:
North
Description:
East Berm and
Subgrade -

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
S-- G Y6IHEERS PHOTOGRAPHIC LOG
Client Name: Site Location: Project No.
Wilson County Wilson County Westside C&D Area 2 Wilson-21-1
Photo No. Date:
5 08/01/22
Direction Photo Taken:
West
Description:
Access Ramp
Photo No. Date:
g 08/01 /22
Direction Photo Taken:
Northeast
Description:
Gravel Paved Entrance

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
S G FNR+DEERS
PHOTOGRAPHIC LOG
Client Name:
Site Location:
Project No.
Wilson County
Wilson County Westside C&D Area 2
Wilson-21-1
Photo No.
Date:
7
09/07/22
180� � a • �
� 0
Direction Photo Taken:
® 270OW (T) OO 35043'18"N, 77°51'44"W ±13ft ♦ 117ft
West
Description:
Phase 1 Subgrade-
_
Y.,":1'
Expansion Area•County
Seth Rickerts.07
Sep 2022,08
Photo No. pate:
8 09/07/22 270 300 330 , 30 ,, .,
Direction Photo Taken:
0 358°N (T) O 35°43'18"N, 77°51'44"W ±13ft ♦ 118ft
North
Description: -
Phase 1 Subgrade
Expansion Area Wilson County
Seth Rickerts 07 Sep 2022, 0•

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Appendix C
CQA Meeting Minutes
Construction Quality Assurance Report
Westside CEO Landfill
Area 2 Phase 1 Construction

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
WILSON COUNTYWESTSIDE CRD LANDFILL
WILSON COUNTY, NORTH CAROLINA
UNIT 2 PHASE 1 CEO LANDFILL
PRE -CONSTRUCTION MEETING
MEETING NOTES
A pre -construction meeting was held Friday, June 3, 2022 at 10:00 am at the Wilson County
Landfill Office. The following represents S+G's notes from the items discussed.
Attendance and Introductions:
• See attached attendee list
Tentative Construction Schedule/Milestones
• Update on Permits/Approvals
o Erosion Control Permit Under Review
• Notice to Proceed - Tentative start date is June 20tn
• Work Sequencing - Baxter to Review
3. Designation of Responsible Personnel
Wilson County
Andy Davis, Solid Waste Services Director
Others
S+G (Design and CQA Engineer/Construction Administration)
Mike Brinchek, Project Manager
Technicians, Geotechnics/S+G
Baxter Johnson Construction
Brady Johnson, President
Brad Murray, Project Superintendent
Jake Rogers, Project Manager
4. Field Decisions and Change Orders
• All design changes and/or change orders to be approved in advance by the County
and S+G. Discussions were held about review and approval time for Change Orders.
S+G and the County noted that review and approval will depend on the Change Order.
• There is currently a $50,000 contingency that may be used without the Board of
County Commissioners' approval, however a Change Order exceeding this amount
would require Board approval.
• Conflicts between drawings and field conditions are to be brought to the attention of
S+G for resolution.
• If required, the appropriate regulatory agency will be notified of proposed changes.

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Pre -Construction Meeting Notes
June 3, 2022
Page 2of3
5. Distribution of Contract Documents
• Baxter: Sets Provided ( 2 Full/ 1 Half & EC Books)
• County: Sets Provided ( 1 Full/ 1 Half & EC Books)
• Link to CAD files for plan view drawings to be provided to BJC.
6. Submittals
• Submittals to be submitted to S+G as outlined in the project specifications (Section
01300).
• Electronic submittals are acceptable and preferred.
7. Record Documents
• S+G and Geotechnics will perform and document all quality assurance testing.
• S+G will maintain test and sample information and will prepare the certification
report.
• BJC is responsible for performing and documenting all quality control testing as well
as all surveying.
8. Use of Site and Owner's Requirements
• Access — BJC can use the main site entrance for deliveries and can use the Access
Gate off Bullard Ct for general access.
• Water — Hydrant at the entrance.
• Baxter — No on -site facilities will be used.
• Deliveries — Through the main gate
9. Safety and First Aid Procedures
• BJC to implement their Safety Program.
• The County has no additional safety protocols/
• BJC to monitor traffic along paved access road to the landfill when accessing
borrow/stockpile area.
10. Security Procedures
• BJC is responsible for security and is expected to coordinate with the County when
work is performed after facility operating hours in order to prevent the potential of
public access.
• BJC is responsible for securing materials and equipment on site.

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Pre -Construction Meeting Notes
June 3, 2022
Page 3of3
• The County asked that BJC install a temporary gate at the new entrance once the
fence was removed.
11. Pay Requests
• Pay requests to be submitted at the end of each month to S+G (Attn: Mike Brinchek).
Providing a draft for S+G's review prior to the submittal may help expedite
applications.
• Electronic applications will be acceptable.
• S+G will forward processed pay requests to the County.
• The County's turn around on pay applications is typically 10 days.
• First application will be submitted at the end of July and each month thereafter.
12. Work Sequencing
• Baxter will provide a schedule once the project starts.
• Erosion and Sedimentation Control — Reference Sequencing Included on Project
Drawings
• Follow all inspection and maintenance requirements for E&SC measures.
13. Other Items
• Insurance Certificate needs to be forwarded to the County as soon as possible and it
should include "Wilson County" as the additionally insured.
• S+G provided the ESC Plan Set in Review to Baxter during the meeting and a link to
those documents are located here: ADDroved ESC Plan
14. Next Meeting
• Project meetings will be held as needed to monitor active construction.

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
PRE -CONSTRUCTION MEETING
ATTENDEES
NAME
COMPANY/AGENCY
PHONE
EMAIL
Mike Brinchek
Smith Gardner, Inc.
[phone] x128 (Office)
[phone] (Cell)
mikefasmithgardnerinc.com
Andy Davis
Wilson County Solid Waste
[phone] (Office)
[phone] (Cell)
adavisfawilsoncountync.gov
Jake Rogers
Baxter Johnson Construction
[phone] (Office)
[phone] (Cell)
irogersfabaxterjohnson.com
Brad Murray
Baxter Johnson Construction
[phone] (Office)
[phone] (Cell)
bmurrayfabaxterjohnson.com
Wilson County, North Carolina - Westside CH Landfill
June 3, 2022 Page 1

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
SMITH- GARONER
ENGINEERS
MEMORANDUM
ADDRESS TEL WEB
14 N. Boylan Avenue, Raleigh NC 27503 919.828.0577 www.smithgardnerinc.com
Date:
August 1, 2022
To:
Distribution and Meeting Attendees
From:
W. Michael Brinchek, P.E.
Smith Gardner, Inc.
RE:
August 1, 2022 Progress Meeting Summary
Unit 2, Phase 1 Construction
Wilson County Westside CAD Landfill
Meeting Summary:
A meeting was held Monday, August 1, 2022 at 10:00 am at the Wilson County Westside C&D
Landfill to discuss construction progress for Phase 1. The following presents the notes from
the items discussed.
1. Attendance:
Mike Brinchek, S+G
Andy Davis, WC
Brad Murray, BJC
2. Construction Progress and Schedule
Current Progress: BJC noted that the following work had been completed since
beginning construction:
• Completed Erosion Control including installation of SB-1 and stripped topsoil.
• Currently placing fill in the southwest corner of Phase 1.
Planned Activities: BJC noted that the following work was planned for the coming
weeks:
• Complete fill placement and cell grading.
3. Other Items
No additional items discussed
4. Next Meeting
A meeting will be scheduled closer to the anticipated time of Substantial Completion.

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Appendix
Subgrade Inspection
Construction Quality Assurance Report
Westside CEO Landfill
Area 2 Phase 1 Construction

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
SMITH GARDNER
ENGINEERS
September 16, 2022
Ms. Christine Ritter
Hydrogeologist
NC DEQ - Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699
ADDRESS TEL WEB
14 N. Boylan Avenue, Raleigh NC 27603 919.828.0577 www.smithgardnerinc.com
RE: Wilson County —Westside CGD Landfill (Permit No. 98-09-CDLF)
Area 2 CGD Landfill Subgrade Inspection
Dear Ms. Ritter:
Construction of Unit 2, Phase 1 of the Westside C&D Landfill began on June 27, 2022. On
September 7, 2022, S+G performed an inspection of the subgrade. The inspection indicated
that the cell was substantially complete. During the inspection, the subgrade soils within two
feet of the subgrade surface were visually classified as fine sandy silts with varying amounts
of clay. No soils that were predominantly sand were found during this inspection, nor was
bedrock or any other unusual geologic feature.
Based on the observations made observations, S+G certifies that the subgrade soils are
materially consistent with the soil types found during the Area 2 permitting investigation.
Photographs of the subgrade at the time of inspection are attached.
Please contact me at [phone] or by email (below) if you have any questions or require
additional information.
Sincerely,
SMITH GARDNER, INC.
E(�DocuSigned by:
. 117Li&,a d
358C21E64007440...
W. Michael Brinchek, PE
Senior Project Manager
mikeldsmithgardnerinc.com
C A
O 1EN�Fa
DocuSigned by: — g
SEALS/16�2
2758 3
368305CMEME6... r'y fi .. . .l-.... +
Seth C. Rickerts, P.G. '%.,��Cj+�.R$ga`G ••''
Project Geologist
sethldsmithgardnerinc.com
Attachment: Photographs of Wilson Westside C&D Area 2 Subgrade
CC: file
VA

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
S+6 ENGINEERS
PHOTOGRAPHIC LOG
Client Name:
Site Location:
Project No.
Wilson County
Wilson County Westside C&D Area 2
Wilson-21-1
Photo No.
Date:
j
9/ 7/ 22
270 300
® 358°N (T)
330 0 30 •' 90
OO 35°43'18"N, 77°51'44"W ±13ft ♦ 118ft
Direction Photo Taken:
North
Description:
Area 2 subgrade
inspection looking
north
Photo No. Date:
2 9/ 7/ 22
Direction Photo Taken:
East
Description:
Area 2 subgrade
inspection looking east
Wilson County Landfill Facility
September 2022
® 86°E (T) OO 35°43'18"N, 77°51'44"W ±13ft ♦ 116ft
C=
Subgrade Inspection Photolog
Page 1

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
S-rG ENGINtLit.) PHOTOGRAPHIC LOG
Client Name: Site Location: Project No.
Wilson County Wilson County Westside C&D Area 2 Wilson-21-1
Photo No. Date:SE Is Sw
0 120 150 180 210 240 !2
Direction Photo Taken: 0176°S (T) 35°43'18"N, 77°51'44"W ±13ft ♦ 102ft
South
Description: `
Area 2 subgrade
inspection looking
south `=- --
=- _
IN-
•. .Wilson
07 -• 2022,1•
ZE
Photo No. Date:
4 9/ 7/ 22
Direction Photo Taken:
West
Description:
Area 2 subgrade
inspection looking west
0 270°W (T) O 35-43'18"N, 77-51-44"W ±13ft • 117ft
Wilson County Landfill Facility Subgrade Inspection Photolog
September 2022 Page 2

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Appendix
Well Abandonment Record
(Under Separate Cover)
Construction Quality Assurance Report
Westside CEO Landfill
Area 2 Phase 1 Construction

DocuSign Envelope ID: B94C4OA2-D30D-435C-A9DA-C26EOA66BBAE
SMITH+GARDNER
ENGINEERS
September 20, 2022
ADDRESS TEL WEB
14 N. Boylan Avenue, Raleigh NC 27603 919.828.0577 www.smithgardnerinc.com
Ms. Christine Ritter
Hydrogeologist
North Carolina Department of Environmental Quality Solid Waste Section
1646 Mail Service Center
Raleigh, NC 27699-1646
RE: Wilson County Westside CCD Landfill Piezometer Abandonment
Wilson County Landfill Area 2 Expansion
Permit No. 98-09
Dear Ms. Ritter:
Smith Gardner, Inc., (S+G) is pleased to present this letter report regarding the abandonment
of the previously installed piezometer PZ-1 at the Wilson County Landfill Area 2 expansion
footprint. A map of the piezometer location is shown on Figure 1.
Abandonment Overview
The piezometer PZ-1 was located within the footprint of the Wilson County landfill Area 2
Expansion. In accordance with 15A NCAC 02C .0113, S+G personnel mobilized to the facility on
09/07/2022 to oversee the abandonment performed by Geologic Explorations Inc. (GEX).
Abandonment procedures included removing the piezometer's outer steel casing and PVC
stickup, overreaming the existing borehole with 4.25" hollow stem augers to depth (20' bgs),
and tremie grouting the borehole from the bottom to the ground surface. After abandonment,
the piezometer's outer steel casing and PVC stickup were disposed of properly. The
piezometer abandonment record is included in Attachment A.
If you have any questions or require additional information, please contact us at (919) 828-
0577 or by email below.
Sincerely,
SMITH GARDNER, INC.
DocuSigned by: Z ;`
SEA2/2d) A22
2758
et��8��12rts, P.G. �. ��T FQLOG�. Q�S
Project Geologist`'`�;,,,RuwNy
seth(dsmithaardnerinc.com
Attachments:
Attachment A - Well Abandonment Record
E
DocuSigned by:
LnQ. SM4
77X%11F18q,,-'
Joanmyt P.G.
Senior Hydrogeolog
0oan(dsmithgardnerinc.com
022

DocuSign Envelope ID: B94C4OA2-D30D-435C-A9DA-C26EOA66BBAE
This form can be used for single or multiple wells
1. Well Contractor Information:
JACOB MESSICK
Well Contractor Name (or well owner personally abandoning well on his/her property)
A - 4252
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. County, State, Variance, etc) ifknown
3. Well use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑hidustrial/Commercial El Residential Water Supply (shared)
❑hri ation
Non -Water Supply Well:
El Aquifer Recharge
❑Aquifer Storage and Recovery
El Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
4. Date well(s) abandoned-
El Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑ Subsidence Control
❑Tracer
El Other (explain under 7g)
09/07/22
5a. Well location:
WILSON COUNTY LANDFILL
Facility/Owner Name Facility ID# (if applicable)
2400 HIGHWAY 42 WILSON 27893
Physical Address, City, and Zip
WILSON
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
350 43' 55.76" N 770 51' 56.07" W
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction record(s) if available. For multiple injection or non -water supply
wells ONLY with the same construction abandonment, you can submit one form.
6a. Well 1D#: PZ-1
6b. Total well depth: 20.0 (ft.)
6c. Borehole diameter: 2.0 (in.)
6d. Water level below ground surface: 10.0 (ft.)
6e. Outer casing length (if known): (ft.)
6f. Inner casing/tubing length (if known): (ft.)
For Internal Use ONLY:
WELL ABANDONMENT DETAILS
7a. Number of wells being abandoned: 1
For multiple injection or non -water supply wells ONLY with the same
construction/abandonment, you can submit one form.
7b. Approximate volume of water remaining in well(s): 1.75 (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
❑ Neat Cement Grout
❑ Bentonite Chips or Pellets
❑ Sand Cement Grout
❑ Dry Clay
❑ Concrete Grout
❑ Drill Cuttings
❑ Specialty Grout
❑ Gravel
El Bentonite Slurry
❑ Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
3.25 GALLONS
7g. Provide a brief description of the abandonment procedure:
ABANDONED VIA TREMIE PIPE WITH BENTONITE SLURRY
8. Certification:
09/19/22
Signature of Certified Well Contractor or Well Owner Date
By signing this form, I hereby certify that the well(s) was (were) abandoned in
accordance with 15A NCAC 02C .0100 or 2C .0200 Well Construction Standards
and that a copy of this record has been provided to the well owner.
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days of completion of well
abandonment to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Iniection Wells: In addition to sending the form to the address in 10a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water Quality, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Supply & Iniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
completion of well abandonment to the county health department of the county
where abandoned.
6g. Screen length (if known): (ft.)
Form GW-30 North Carolina Department of Environment and Natural Resources - Division of Water Quality Revised March 2013

DocuSign Envelope ID: B94C4OA2-D30D-435C-A9DA-C26EOA66BBAE
2
IL
N
7t
N
N
0
N
N
N
O
TOW 112.52 \ ��
/�DTW-5.12\� N
GW-107.4 \�
\\
-FUTURE AREA �2 I ( I \ 7//
'
C&D LANDFILL
00\ 1 /III z \ \
SB-4 PHASE
I� sPHASE 2
\,B-13 J \ \ � i
\
TOC-114.97
vll,\/i� PHASE 4 Sg t� ��(/
\ \ / MW-2 _ 11 PHASE 3/�' - B- 5, O-
\ I \ d�TOC-95.47 \ ` �� ( `` MW-5- �1 -/ / / °�� \�
DTW-2.89 \ \� ( ` TOC-113.66
-92.58 > )� - �J�
\ \ / �• / `
GW DTW-8.48 / 1
/ FUTURE MW-7 i -� I \ B-11GW-105.18 / `
(ASSOCIATED / / B-10 SB 1 - 'B-12 /
WITH PHASE 4` / 4 _ SEDIMENT BASIN /% �� , _ r� / MW-4 / \\
\ / I/� 1 \ �l/�, _ / TOC-95.94
� it
DTW-5.43
GW-90.51 ` \
O I_�\ -
,1PZ-3 /PZ -2
O-01.98 IT
\\
-) (j �TOC-98.72 \
DTW-5.44 - \ _ - /// /�r ' DTW-4.73
GW-96.54 / 95 _ �� i �h / j GW-93.99 r'
/SW-1 _ _\ -
\\ MW -6 1�- 1 \ \ MW-3
1 /\ TOC-95.84 y ( ) s / DTW-3.51 / \
DTW-4.92 I I GW-88.61 /
GW-90.92
�> MW-6D _
TOC-96.38 I� ' - - - •�PZ-4�
DTW-7.40 \ J ~ - TOC-94.5� _ A 1 D
GW-88.98 DTW-5.08��
GW-89.42
+ G_ MW-4 \
© 2021 Smith Gardner, Inc.
MONITORING
LOCATION
PHASE 1
MW-1
MW-2
MW-4
MW-5
SW-1
SW-2
PHASE 2
NO CHANGE
PHASE 3
REMOVE MW-5
ADD PZ-3
ADD PZ-2
PHASE 4
REMOVE MW-2
ADD MW-7
LEGEND
EXISTING 10' CONTOUR
(SEE REFERENCE 2)
EXISTING 2' CONTOUR
(SEE REFERENCE 2)
APPROXIMATE PROPERTY LINE
(SEE REFERENCE 1)
APPROXIMATE STREAM CENTER LINE
_
(SEE REFERENCE 2)
WASTE LIMITS
GROUNDWATER POIEN770ME7RIC SURFACE
(LONG TERM SEASONAL HIGH)
+GP-1
EXIS77NG LANDFILL GAS
MONITORING PROBE
EXIS77NG C&D LANDFILL AREA 1
+GMW-1
GROUNDWATER MONITORING WELL
• PZ-1
EXIS77NG PIEZOMETER
B M W-1 A
EXIS77NG WELL
O B-10
EXIS77NG BORING
♦ SW-1
SURFACE WATER MONITORING POINT
1. PARCEL BOUNDARIES, WETLAND AND STREAM LOCATIONS PROVIDED BY
BARTLETT ENGINEERING & SURVEYING, PC; BASED ON MAY 27, 2020
FIELD SURVEY.
2. TOPOGRAPHY IN ACTIVE AREAS PROVIDED BY BARTLETT ENGINEERING
& SURVEYING, PC; BASED ON MAY 27, 2020 FIELD SURVEY.
SUPPLEMENTAL TOPOGRAPHY FOR AREAS OUTSIDE OF ACTIVE AREAS
PROVIDED BY WILSON GIS.
3. FLOOD HAZARD INFORMATION FROM NORTH CAROLINA FLOODPLAIN
MAPPING PROGRAM, FEMA FIRM MAP N0. 3720373100J, 3772037200J,
AND 3720374100J.
0 300, 600'
Go
0
m
z
w O
2 Cn
Q J
z Z � w
o
cn
(-n o
Q N
z
0
Z (n
J
Q o
CV
0
CV
U
O
O
z
CM
z
CV _
z Q J
O z W _
V W Q
z ER
Q O C/7 O
=
Cn
O1 cm Cb
W Li
W
Q
O
W
C/7
O
CL
O
a

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Appendix
CQA Test Results
Construction Quality Assurance Report
Westside CEO Landfill
Area 2 Phase 1 Construction

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
AppendixF1
CQA Test Results — Control Tests
Construction Quality Assurance Report
Westside CEO Landfill
Area 2 Phase 1 Construction

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
STRUCTURAL FILL
CONTROL TEST SUMMARY
Project Name: Wilson Westside C&D Landfill
Project Number: Wilson 21-1
Contractor: Baxter Johnson Construction Co., Inc.
Grain Size Analysis (ASTM D 6913) Test Results:
Test
+3"
Pass #4
Pass #200
Gravel
Sand
Silt/Clay
USCS
Number
(%)
(%)
(%)
(%)
(%I
(%)
Classification
TP-1
100.0
100.0
27.7
0.0
72.3
27.7
SM
TP-2
100.0
100.0
26.3
0.0
73.7
26.3
SM
SB-1
100.0
100.0
47.7
0.0
52.3
47.7
SM
SB-4
100.0
100.0
32.7
0.0
67.3
32.7
SC
BULK-1
100.0
100.0
65.8
0.0
34.2
65.8
CL
SG-1
100.0
100.0
24.3
0.0
75.7
24.3
SM
SG-2
100.0
99.6
25.2
0.4
74.4
25.2
SM
S-1
100.0
99.9
24.9
0.1
75.0
24.9
SM
S-2
100.0
100.0
31.7
0.0
68.3
31.7
SM
S-3
100.0
100.0
25.4
0.0
74.6
25.4
SM
S-4
100.0
100.0
23.3
0.0
76.6
23.3
SM
S-5
100.0
99.9
39.5
0.1
60.4
39.5
SC
Atterberg Limits (ASTM D 43181 Test Results:
Plasticity
Test
Liquid Limit
Plastic Limit
Index
USCS
Number
(%)
(%)
(%)
Classification
TP-1
Non -Plastic
SM
TP-2
Non -Plastic
SM
SB-1
13.78
13
0.78
SM
SB-4
30
14
16
CL
BULK-1
41
19
22
CL
SG-1
Non -Plastic
SM
SG-2
Non -Plastic
SM
S-1
Non -Plastic
SM
S-2
Non -Plastic
SM
S-3
Non -Plastic
SM
S-4
Non -Plastic
SM
S-5
29
15
14
CL
SMITH GARHNFR, INC. Control Tests Table 1. RR Ph3A1.2 Structural Fill Summary.xls

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Moisture -Density Relationship
[ASTM D 6981 Test Results:
Optimum
Maximum
Test
Water Content
Dry Density
Number
(%)
(pcf)
TP-1
8.5
126.0
TP-2
8.7
125.6
BULK-1
17.7
108.2
SG-2
9.8
125.4
Number of Tests Performed:
Grain Size Analysis: 12
Atterberg Limits: 12
Moisture Density Relationship: 4
SMITH GARHNFR, INC. Control Tests Table 1. RR Ph3A1.2 Structural Fill Summary.xls

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
MOISTURE CONTENT
ASTM D 2216-10
Client: Smith + Gardner, Inc.
Client Reference: Wilson 20-1
Project No.: R-2020-097-001
Lab ID:
-012
-013
Boring No.:
NA
NA
Depth (ft):
NA
NA
Sample No.:
TP-1
TP-2
Tare Number
TB-05
TB-09
Wt. of Tare & Wet Sample (g)
487.21
417.27
Wt. of Tare & Dry Sample (g)
451.66
390.82
Weight of Tare (g)
135.09
134.72
Weight of Water (g)
35.55
26.45
Weight of Dry Sample (g)
316.57
256.10
Water Content (%)
Notes :
11.2 10.3
eotechnics
geatedin uI & geasyn:hetic testing
Tested By RFF/GG Date 5/5/20 Checked By GEM Date 5/7/20
page 1 of 1 DCN: CT-S1 DATE: 3/18/13 REVISION: 4
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geatedinuI & geasynlhetic tesliny
SIEVE AND HYDROMETER ANALYSIS
ASTM D 422-63 (2007)
Client Smith + Gardner, Inc. Boring No. NA
Client Reference Wilson 20-1 Depth (ft) NA
Project No. R-2020-097-001 Sample No. TP-1
Lab ID R-2020-097-001-012 Soil Color Tan
SIEVE ANALYSIS HYDROMETER
USCS
cobbles
gravel sand silt and clay fraction
USDA
cobbles
gravel sand silt ay
12" 6" 3" 2" 1" 3/4" 3/8" #4 #10 #20 #40 #60 #140 #200
100
90
80
70
t
rn
Z 60
T
m
,50
c
LL
,40
U
0)
N
IL
30
20
10
0
1000 100 10 1 0.1 0.01 0.001
Particle Diameter (mm)
Sieve Sizes (mm
Greater Than #4
#4 To #200
Finer Than #200
USCS Summary
Gravel
Sand
Silt & Clay
USCS Symbol SM, TESTED
(Non -Plastic)
USCS Classification SILTYSAND
nAnA 1 of 4 nr.w. f.T__q mP nATF• 70A/11 RFVlglnw. R
0.03
72.32
27.65
1
7-01)91) PRn1FrT.CLCmith Wilmn 11) r10.1Chaatl
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eatechnics
geo-te[itni[al &geosyntheti[ testing
USDA CLASSIFICATION CHART
Client Smith + Gardner, Inc. Boring No. NA
Client Reference Wilson 20-1 Depth (ft) NA
Project No. R-2020-097-001 Sample No. TP-1
Lab ID R-2020-097-001-012 Soil Color Tan
100 90 80 70 60 50 40 30 20 10 0
PERCENT SAND
Particle
Size (mm)
Percent
Finer
USDA SUMMARY Actual
Percentage
Corrected % of Minus 2.0 mm
material for USDA Classificat.
Gravel 1.30
0.00
2
98.70
Sand 73.71
74.68
0.05
24.99
Silt 13.14
13.31
0.002
11.85
Clay 11.85
12.00
USDA Classification: SANDY LOAM
page 2 of 4 DCN: CT-S30R DATE: 7/26/13 REVISION: 8 Z:12020 PROJECTSISmith + Gardneh2020-097 S+G - Wilson 20-11[2020-097-001-012 grainsievehyd 10.xls]Sheetl
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client
Smith + Gardner, Inc.
Boring No.
NA
Client Reference
Wilson 20-1
Depth (ft)
NA
Project No.
R-2020-097-001
Sample No.
TP-1
Lab ID
R-2020-097-001-012
Soil Color
Tan
Minus #10 for Hygroscopic Moisture Content
Tare No.
14
Wgt.Tare + Wet Soil (g)
36.22
Wgt.Tare + Dry Soil (g)
33.56
Weight of Tare (g)
7.02
Weight of Water (g)
2.66
Weight of Dry Soil (g)
26.54
Moisture Content (%) 10.0
are No.
923
✓gt.Tare + Air Dry Soil (g)
1142.35
✓eight of Tare (g)
229.75
it Dried Wgt. Total Sample (g)
912.60
otal Dry Sample Weight (g)
830.45
eotechnics
geatedin uI & geasynthetic Testing
Hydrometer Specimen Data
Air Dried - #10 Hydrometer Material (g) 93.25
Corrected Dry Wt. of - #10 Material (g) 84.76
Weight of - #200 Material (g) 23.75
Weight of - #10 ; + #200 Material (g) 61.01
J-FACTOR (%FINER THAN #10) 0.9870
Dry Weight of Material Retained on #10 (g) 10.79
Corrected Dry Sample Wt - #10 (g) 819.66
Sieve
Sieve
Wgt.of Soil
Percent
Accumulated
Percent
Accumulated
Size
Opening
Retained
Retained
Percent
Finer
Percent
(mm)
Retained
Finer
(gm)
(°/D)
(°/D)
(°/D)
(%)
12"
300
0.00
0.0
0.0
100.0
100.0
6"
150
0.00
0.0
0.0
100.0
100.0
3"
75
0.00
0.0
0.0
100.0
100.0
2"
50
0.00
0.0
0.0
100.0
100.0
1 1 /2"
37.5
0.00
0.0
0.0
100.0
100.0
ill
25.0
0.00
0.0
0.0
100.0
100.0
3/4"
19.0
0.00
0.0
0.0
100.0
100.0
1 /2"
12.5
0.00
0.0
0.0
100.0
100.0
3/8"
9.50
0.00
0.0
0.0
100.0
100.0
#4
4.75
0.21
0.0
0.0
100.0
100.0
#10
2.00
10.58
1.3
1.3
98.7
98.7
#20
0.85
7.86
9.3
9.3
90.7
89.5
#40
0.425
14.18
16.7
26.0
74.0
73.0
#60
0.250
12.69
15.0
41.0
59.0
58.3
#140
0.106
22.05
26.0
67.0
33.0
32.6
#200
0.075
4.23
5.0
72.0
28.0
27.7
Pan
-
23.75
28.0
100.0
-
-
Notes :
Tested By SS Date 5/7/20 Checked By GEM Date 5/8/20
page 3 of 4 DCN: CT-S30R DATE: 7/26/13 REVISION: 8 Z:12020 PROJECTSISmith + Gardneh2020-097 S+G - Wilson 20-11[2020-097-001-012 grainsievehyd 10.x1s]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
HYDROMETER ANALYSIS
ASTM D 422-63 (2007)
Client Smith + Gardner, Inc.
Client Reference Wilson 20-1
Project No. R-2020-097-001
Lab ID R-2020-097-001-012
Boring No. NA
Depth (ft) NA
Sample No. TP-1
Soil Color Tan
eotechnics
geatedin uI & geasynthetic Testing
Elapsed
Time
(min)
R
Measured
Temp.
( ° C)
Composite
Correction
R
Corrected
N
(%)
K
Factor
Diameter
( mm)
N'
(% )
0
NA
NA
NA
NA
NA
NA
NA
NA
2
23.0
23.2
3.80
19.2
22.4
0.01294
0.0324
22.1
5
21.0
23.2
3.80
17.2
20.1
0.01294
0.0208
19.8
15
20.0
23.2
3.80
16.2
18.9
0.01294
0.0121
18.7
30
18.0
23.2
3.80
14.2
16.6
0.01294
0.0086
16.4
60
17.0
23.4
3.77
13.2
15.5
0.01291
0.0061
15.3
250
15.0
23.6
3.73
11.3
13.2
0.01288
0.0030
13.0
1440
13.0
23.3
3.78
9.2
10.8
0.01293
0.0013
10.6
Specimen Data Other
Wgt. of Dry Material (g) 84.76 Hygroscopic Moisture Factor 0.909
Weight of Deflocculant (g) 5.0
a - Factor 0.99
Percent Finer than # 10 98.70
Specific Gravity 2.70 Assumed
Notes:
Tested By RFF Date 5/6/20 Checked By GEM Date 5/8/20
page 4 of 4 DCN: CT-S30R DATE: 7/26/13 REVISION: 8 Z:12020 PROJECTSISmith + Gardneh2020-097 S+G - Wilson 20-11[2020-097-001-012 grainsievehyd 10.x1s]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
ATTERBERG LIMITS
ASTM D 4318-10
Client: Smith + Gardner, Inc.
Client Reference: Wilson 20-1
Project No.: R-2020-097-001
Lab ID: R-2020-097-001-012
As Received
Water Content
Tare Number
TB-05
Wt. of Tare & Wet Sample (g)
487.21
Wt. of Tare & Dry Sample (g)
451.66
Weight of Tare (g)
135.09
Weight of Water (g)
35.55
Weight of Dry Sample (g)
316.57
Water Content (%) 11.2
eotechnics
geotecimicaI & geasyn:hetic testing
Boring No.:
NA
Depth (ft):
NA
Sample No.:
TP-1
Color:
Tan
( Mlnus No. 40 sieve material)
NON - PLASTIC
MATERIAL
Tested By TB Date 516120 Checked By GEM Date 517120
/DCN: CT-S4C, DATE: 4/27/17, REVISION: 4e SlExcellExcel QAISpreadsheetsUmit NP.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Client:
Client Reference:
Project No.:
Lab I D:
Visual Description
125
120
ifib7
110
105
eotechnics
geatedin uI & geasynthetic testing
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Smith + Gardner, Inc. Boring No.: NA
Wilson 20-1 Depth (ft): NA
R-2020-097-001 Sample No.: TP-1
R-2020-097-001-012 Test Method STANDARD
Tan Silty Sand
Optimum Moisture Content (%): 8.5
Maximum Dry Density (pcf): 126.0
Specific Gravity 2.70
Assumed
-- — — — — — —— — — — — —
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
0 5 10 15 20
Moisture Content (%)
Tested By GG Date 517/20 Checked By GEM Date 5/8/20
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 16
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Client:
Client Reference:
Project No.:
Lab I D:
Visual Description
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Smith + Gardner, Inc.
Wilson 20-1
R-2020-097-001
R-2020-097-001-012
Tan Silty Sand
otal Weight of the Sample (g):
,s Received Water Content (%):
ssumed Specific Gravity:
Percent Retained on 3/4":
Percent Retained on 3/8":
Percent Retained on #4:
Oversize Material:
Procedure Used:
24250
NA
2.70
0
0
NA
Not included
B
Boring No.:
Depth (ft):
Sample No
eotechnics
geatedinul & geasynthetic testing
NA
NA
TP-1
Test Type:
STANDARD
Rammer Weight (lb):
5.5
Rammer Drop (in):
12
Rammer Type:
MECHANICAL
Machine ID:
R606
Mold ID:
R552
Mold diameter:
4"
Weight of the Mold (g):
4228
Volume of the Mold (cm3):
942
Mold / Specimen
Point No.
1
2
3
4
5
Weight of Mold & Wet Sample (g):
6076
6273
6303
6285
6236
Weight of Mold (g):
4228
4228
4228
4228
4228
Weight of Wet Sample (g):
1849
2045
2075
2058
2008
Mold Volume (cm3):
942
942
942
942
942
Moisture Content / Density
Tare Number:
911
900
913
903
912
Weight of Tare & Wet Sample (g):
311.70
542.60
484.50
343.30
373.30
Weight of Tare & Dry Sample (g):
299.94
510.21
450.69
317.77
340.30
Weight of Tare (g):
102.40
101.70
102.90
103.00
101.30
Weight of Water (g):
11.76
32.39
33.81
25.53
33.00
Weight of Dry Sample (g):
197.54
408.51
347.79
214.77
239.00
Wet Density (g/cm):
1.96
2.17
2.20
2.18
2.13
Wet Density (pcf):
122.4
135.5
137.5
136.3
133.0
Moisture Content (%):
6.0
7.9
9.7
11.9
13.8
Dry Density (pcf):
115.6
125.5
125.3
121.8
116.9
Zero Air Voids
Moisture Content (%): 11.0 14.9 18.8
Dry Unit Weight (pcf): 129.9 120.1 111.8
Tested By GG Date 5/7/20 Checked By GEM Date 5/8/20
page 2 of 2 DCN:CT-S12 DATE:511113 REVISION: 16 S:Excell1Excel QalSpreadsheetslProctorxls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geatedinuI & geasynlhetic tesliny
SIEVE AND HYDROMETER ANALYSIS
ASTM D 422-63 (2007)
Client Smith + Gardner, Inc. Boring No. NA
Client Reference Wilson 20-1 Depth (ft) NA
Project No. R-2020-097-001 Sample No. TP-2
Lab ID R-2020-097-001-013 Soil Color Brown
SIEVE ANALYSIS HYDROMETER
USCS
cobbles
gravel sand silt and clay fraction
USDA
cobbles
gravel
sand silt ay
12" 6" 3" 2" 1" 3/4" 3/8" #4 #10 #20 #40 #60 #140 #200
100
90
80
70
t
rn
Z 60
T
0]
50
c
LL
d 40
U
N
IL
30
20
10
0
1000 100 10 1 0.1 0.01 0.001
Particle Diameter (mm)
Sieve Sizes (mm
Greater Than #4
#4 To #200
Finer Than #200
USCS Summary
Gravel
Sand
Silt & Clay
USCS Symbol SM, TESTED
(Non -Plastic)
USCS Classification SILTYSAND
nAnA 1 of 4 nr.w. f.T__q mP nATF• 70A/11 RFVlglnw. R
0.05
73.67
26.29
1
7-01)91) PRnIFrT.CLCmith Wilmn 11) r10.1Chaatl
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eatechnics
geo-te[itni[al &geosyntheti[ testing
USDA CLASSIFICATION CHART
Client Smith + Gardner, Inc. Boring No. NA
Client Reference Wilson 20-1 Depth (ft) NA
Project No. R-2020-097-001 Sample No. TP-2
Lab ID R-2020-097-001-013 Soil Color Brown
100 90 80 70 60 50 40 30 20 10 0
PERCENT SAND
Particle
Size (mm)
Percent
Finer
USDA SUMMARY Actual
Percentage
Corrected % of Minus 2.0 mm
material for USDA Classificat.
Gravel 1.84
0.00
2
98.16
Sand 74.49
75.89
0.05
23.67
Silt 11.96
12.19
0.002
11.70
Clay 11.70
11.92
USDA Classification: SANDY LOAM
page 2 of 4 DCN: CT-S30R DATE: 7126113 REVISION: 8 Z:12020 PROJECTSISmith + Gardneh2020-097 S+G - Wilson 20-11[2020-097-001-013 grainsievehyd 10.xls]Sheetl
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client
Smith + Gardner, Inc.
Boring No.
NA
Client Reference
Wilson 20-1
Depth (ft)
NA
Project No.
R-2020-097-001
Sample No.
TP-2
Lab ID
R-2020-097-001-013
Soil Color
Brown
Minus #10 for Hygroscopic Moisture Content
Tare No.
12
Wgt.Tare + Wet Soil (g)
33.69
Wgt.Tare + Dry Soil (g)
31.39
Weight of Tare (g)
6.89
Weight of Water (g)
2.30
Weight of Dry Soil (g)
24.50
Moisture Content (%) 9.4
are No. AF01
✓gt.Tare + Air Dry Soil (g) 741.33
✓eight of Tare (g) 226.15
it Dried Wgt. Total Sample (g) 515.18
otal Dry Sample Weight (g) 471.71
eotechnics
geatedin uI & geasynthetic Testing
Hydrometer Specimen Data
Air Dried - #10 Hydrometer Material (g) 92.43
Corrected Dry Wt. of - #10 Material (g) 84.50
Weight of - #200 Material (g) 22.63
Weight of - #10 ; + #200 Material (g) 61.87
J-FACTOR (%FINER THAN #101 0.9816
Dry Weight of Material Retained on #10 (g) 8.68
Corrected Dry Sample Wt - #10 (g) 463.03
Sieve
Sieve
Wgt.of Soil
Percent
Accumulated
Percent
Accumulated
Size
Opening
Retained
Retained
Percent
Finer
Percent
(mm)
Retained
Finer
(gm)
(°/D)
(°/D)
(°/D)
(%)
12"
300
0.00
0.0
0.0
100.0
100.0
6"
150
0.00
0.0
0.0
100.0
100.0
3"
75
0.00
0.0
0.0
100.0
100.0
2"
50
0.00
0.0
0.0
100.0
100.0
1 1 /2"
37.5
0.00
0.0
0.0
100.0
100.0
ill
25.0
0.00
0.0
0.0
100.0
100.0
3/4"
19.0
0.00
0.0
0.0
100.0
100.0
1 /2"
12.5
0.00
0.0
0.0
100.0
100.0
3/8"
9.50
0.00
0.0
0.0
100.0
100.0
#4
4.75
0.23
0.0
0.0
100.0
100.0
#10
2.00
8.45
1.8
1.8
98.2
98.2
#20
0.85
6.90
8.2
8.2
91.8
90.1
#40
0.425
15.52
18.4
26.5
73.5
72.1
#60
0.250
16.90
20.0
46.5
53.5
52.5
#140
0.106
19.06
22.6
69.1
30.9
30.3
#200
0.075
3.49
4.1
73.2
26.8
26.3
Pan
-
22.63
26.8
100.0
-
-
Notes :
Tested By SS Date 5/7/20 Checked By GEM Date 5/8/20
page 3 of 4 DCN: CT-S30R DATE: 7/26/13 REVISION: 8 Z:12020 PROJECTSISmith + Gardneh2020-097 S+G - Wilson 20-11[2020-097-001-013 grainsievehyd 10.x1s]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
HYDROMETER ANALYSIS
ASTM D 422-63 (2007)
Client Smith + Gardner, Inc.
Client Reference Wilson 20-1
Project No. R-2020-097-001
Lab ID R-2020-097-001-013
Boring No. NA
Depth (ft) NA
Sample No. TP-2
Soil Color Brown
eotechnics
geatedin uI & geasynthetic Testing
Elapsed
Time
(min)
R
Measured
Temp.
( ° C)
Composite
Correction
R
Corrected
N
(%)
K
Factor
Diameter
( mm)
N'
(% )
0
NA
NA
NA
NA
NA
NA
NA
NA
2
22.0
23.1
3.82
18.2
21.3
0.01296
0.0326
20.9
5
20.0
23.1
3.82
16.2
19.0
0.01296
0.0209
18.6
15
19.0
23.1
3.82
15.2
17.8
0.01296
0.0121
17.5
30
18.0
23.1
3.82
14.2
16.6
0.01296
0.0086
16.3
60
16.0
23.1
3.82
12.2
14.3
0.01296
0.0062
14.0
250
14.0
23.4
3.77
10.2
12.0
0.01291
0.0031
11.8
1440
14.0
22.7
3.88
10.1
11.9
0.01302
0.0013
11.6
Specimen Data Other
Wgt. of Dry Material (g) 84.50 Hygroscopic Moisture Factor 0.914
Weight of Deflocculant (g) 5.0
a - Factor 0.99
Percent Finer than # 10 98.16
Specific Gravity 2.70 Assumed
Notes:
Tested By RFF Date 5/6/20 Checked By GEM Date 5/8/20
page 4 of 4 DCN: CT-S30R DATE: 7/26/13 REVISION: 8 Z:12020 PROJECTSISmith + Gardneh2020-097 S+G - Wilson 20-11[2020-097-001-013 grainsievehyd 10.x1s]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
ATTERBERG LIMITS
ASTM D 4318-10
Client: Smith + Gardner, Inc.
Client Reference: Wilson 20-1
Project No.: R-2020-097-001
Lab ID: R-2020-097-001-013
As Received
Water Content
Tare Number
TB-09
Wt. of Tare & Wet Sample (g)
417.27
Wt. of Tare & Dry Sample (g)
390.82
Weight of Tare (g)
134.72
Weight of Water (g)
26.45
Weight of Dry Sample (g)
256.10
Water Content (%) 10.3
eotechnics
geotecimicaI & geasyn:hetic testing
Boring No.:
NA
Depth (ft):
NA
Sample No.:
TP-2
Color:
Brown
( Mlnus No. 40 sieve material)
NON - PLASTIC
MATERIAL
Tested By TB Date 516120 Checked By GEM Date 517120
/DCN: CT-S4C, DATE: 4/27/17, REVISION: 4e SlExcellExcel QAISpreadsheetsUmit NP.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Client:
Client Reference:
Project No.:
Lab I D:
Visual Description
W1111
125
120
ifib7
110
105
eotechnics
geatedin uI & geasynthetic testing
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Smith + Gardner, Inc. Boring No.: NA
Wilson 20-1 Depth (ft): NA
R-2020-097-001 Sample No.: TP-2
R-2020-097-001-013 Test Method STANDARD
Brown Silty Sand
Optimum Moisture Content (%): 8.7
Maximum Dry Density (pcf): 125.6
Specific Gravity 2.70
Assumed
-- — — — — — —— — — — — —
-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
0 5 10 15 20
Moisture Content (%)
Tested By GG Date 517/20 Checked By GEM Date 5/8/20
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 16
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Client:
Client Reference:
Project No.:
Lab I D:
Visual Description
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Smith + Gardner, Inc.
Wilson 20-1
R-2020-097-001
R-2020-097-001-013
Brown Silty Sand
otal Weight of the Sample (g):
,s Received Water Content (%):
ssumed Specific Gravity:
Percent Retained on 3/4":
Percent Retained on 3/8":
Percent Retained on #4:
Oversize Material:
Procedure Used:
22250
NA
2.70
0
0
NA
Not included
B
Boring No.:
Depth (ft):
Sample No
eotechnics
geatedinul & geasynthetic testing
NA
NA
TP-2
Test Type:
STANDARD
Rammer Weight (lb):
5.5
Rammer Drop (in):
12
Rammer Type:
MECHANICAL
Machine ID:
R606
Mold ID:
R552
Mold diameter:
4"
Weight of the Mold (g):
4227
Volume of the Mold (cm3):
942
Mold / Specimen
Point No.
1
2
3
4
5
Weight of Mold & Wet Sample (g):
6083
6255
6300
6273
6232
Weight of Mold (g):
4227
4227
4227
4227
4227
Weight of Wet Sample (g):
1855
2028
2073
2046
2005
Mold Volume (cm3):
942
942
942
942
942
Moisture Content / Density
Tare Number:
901
90
907
906
908
Weight of Tare & Wet Sample (g):
405.30
362.80
345.60
418.60
354.20
Weight of Tare & Dry Sample (g):
388.55
344.31
323.93
385.53
324.29
Weight of Tare (g):
99.10
103.30
101.30
102.50
102.40
Weight of Water (g):
16.75
18.49
21.67
33.07
29.91
Weight of Dry Sample (g):
289.45
241.01
222.63
283.03
221.89
Wet Density (g/cm):
1.97
2.15
2.20
2.17
2.13
Wet Density (pcf):
122.9
134.3
137.3
135.5
132.8
Moisture Content (%):
5.8
7.7
9.7
11.7
13.5
Dry Density (pcf):
116.2
124.7
125.1
121.3
117.0
Zero Air Voids
Moisture Content (%): 11.0 14.9 18.8
Dry Unit Weight (pcf): 129.9 120.1 111.8
Tested By GG Date 5/7/20 Checked By GEM Date 5/8/20
page 2 of 2 DCN:CT-S12 DATE:511113 REVISION: 16 S:Excell1Excel QalSpreadsheetslProctorxls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
MOISTURE CONTENT
ASTM D 2216-10
Client: Smith + Gardner, Inc.
Client Reference: Wilson 20-1
Project No.: R-2020-097-001
Lab ID:
Boring No.:
Depth (ft):
Sample No.:
Tare Number
Wt. of Tare & Wet Sample (g)
Wt. of Tare & Dry Sample (g)
Weight of Tare (g)
Weight of Water (g)
Weight of Dry Sample (g)
Water Content (%)
Lab ID
Boring No.
Depth (ft)
Sample No.
Tare Number
Wt. of Tare & Wet Sample (g)
Wt. of Tare & Dry Sample (g)
Weight of Tare (g)
Weight of Water (g)
Weight of Dry Sample (g)
Water Content (%)
Notes :
-001
NA
NA
SB-1
AH
59.13
52.52
15.52
6.61
37.00
17.9
-002
NA
NA
SB-1
Y
54.08
51.11
15.55
2.97
35.56
8.4
-003
NA
NA
SB-1
Y3
51.58
43.03
15.57
8.55
27.46
31.1
-004
NA
NA
S B-2
W5
57.85
51.55
15.55
6.30
36.00
17.5
eotechnics
geatedin uI & geasyn:hetic Testing
-005
NA
NA
SB-3
AF
45.37
34.79
15.37
10.58
19.42
54.5
-006
-007
-008
-009
-010
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
SB-4
SB-4
MW-5
MW-5
MW-6
KP
U
D1
1 M
W2
57.29
58.01
45.72
54.15
69.32
52.35
48.73
37.87
45.45
59.13
15.46
15.11
15.19
15.78
15.77
4.94
9.28
7.85
8.70
10.19
36.89
33.62
22.68
29.67
43.36
13.4
27.6
34.6
29.3
23.5
Tested By RFF Date 4124120 Checked By GEM Date 4127120
page 1 of 1 DCN: CT-S1 DATE: 3/18/13 REVISION: 4
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geatedinuI & geasynlhetic tesliny
SIEVE AND HYDROMETER ANALYSIS
ASTM D 422-63 (2007)
Client Smith + Gardner, Inc. Boring No. NA
Client Reference Wilson 20-1 Depth (ft) 0-4
Project No. R-2020-097-001 Sample No. SB-1
Lab ID R-2020-097-001-001 Soil Color Tan
SIEVE ANALYSIS HYDROMETER
USCS
cobbles
gravel sand silt and clay fraction
USDA
cobbles
gravel sand silt ay
12" 6" 3" 2" 1" 3/4" 3/8" #4 #10 #20 #40 #60 #140 #200
100
90
80
70
t
rn
Z 60
T
m
50
c
LL
,40
U
N
a
30
20
10
0
1000 100 10 1 0.1 0.01 0.001
Particle Diameter (mm)
Sieve Sizes (mm
Greater Than #4
#4 To #200
Finer Than #200
USCS Summary
Gravel
Sand
Silt & Clay
USCS Symbol SM, TESTED
USCS Classification SILTYSAND
nAnA 1 of 4 nr.w. f.T_CYnR nATF• 70A/11 RFVlglnw. R
0.00
52.33
47.67
1
7-01)91) PRn1FrT.CLCmith Wilmn —i—i—h,,H 11) r10.1Ch—tl
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eatechnics
geo-te[itni[al &geosyntheti[ testing
USDA CLASSIFICATION CHART
Client Smith + Gardner, Inc. Boring No. NA
Client Reference Wilson 20-1 Depth (ft) 0-4
Project No. R-2020-097-001 Sample No. SB-1
Lab ID R-2020-097-001-001 Soil Color Tan
100 90 80 70 60 50 40 30 20 10 0
PERCENT SAND
Particle
Size (mm)
Percent
Finer
USDA SUMMARY Actual
Percentage
Corrected % of Minus 2.0 mm
material for USDA Classificat.
Gravel
0.24
0.00
2
99.76
Sand
56.92
57.06
0.05
42.84
Silt
22.49
22.54
0.002
20.35
Clay
20.35
20.40
USDA Classification:
SANDY CLAY LOAM
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client
Smith + Gardner, Inc.
Boring No.
NA
Client Reference
Wilson 20-1
Depth (ft)
0-4
Project No.
R-2020-097-001
Sample No.
SB-1
Lab ID
R-2020-097-001-001
Soil Color
Tan
Minus #10 for Hygroscopic Moisture Content
Tare No.
E2
Wgt.Tare + Wet Soil (g)
39.92
Wgt.Tare + Dry Soil (g)
39.68
Weight of Tare (g)
22.60
Weight of Water (g)
0.24
Weight of Dry Soil (g)
17.08
Moisture Content (%) 1.4
are No.
866
✓gt.Tare + Air Dry Soil (g)
661.82
✓eight of Tare (g)
86.47
it Dried Wgt. Total Sample (g)
575.35
otal Dry Sample Weight (g)
567.40
eotechnics
geatedin uI & geasynthetic Testing
Hydrometer Specimen Data
Air Dried - #10 Hydrometer Material (g) 88.36
Corrected Dry Wt. of - #10 Material (g) 87.14
Weight of - #200 Material (g) 41.64
Weight of - #10 ; + #200 Material (g) 45.50
J-FACTOR (%FINER THAN #101 0.9976
Dry Weight of Material Retained on #10 (g) 1.36
Corrected Dry Sample Wt - #10 (g) 566.04
Sieve
Sieve
Wgt.of Soil
Percent
Accumulated
Percent
Accumulated
Size
Opening
Retained
Retained
Percent
Finer
Percent
(mm)
Retained
Finer
(gm)
(°/D)
(°/D)
(°/D)
(%)
12"
300
0.00
0.0
0.0
100.0
100.0
6"
150
0.00
0.0
0.0
100.0
100.0
3"
75
0.00
0.0
0.0
100.0
100.0
2"
50
0.00
0.0
0.0
100.0
100.0
1 1 /2"
37.5
0.00
0.0
0.0
100.0
100.0
ill
25.0
0.00
0.0
0.0
100.0
100.0
3/4"
19.0
0.00
0.0
0.0
100.0
100.0
1 /2"
12.5
0.00
0.0
0.0
100.0
100.0
3/8"
9.50
0.00
0.0
0.0
100.0
100.0
#4
4.75
0.00
0.0
0.0
100.0
100.0
#10
2.00
1.36
0.2
0.2
99.8
99.8
#20
0.85
2.41
2.8
2.8
97.2
97.0
#40
0.425
5.87
6.7
9.5
90.5
90.3
#60
0.250
8.12
9.3
18.8
81.2
81.0
#140
0.106
22.56
25.9
44.7
55.3
55.2
#200
0.075
6.54
7.5
52.2
47.8
47.7
Pan
-
41.64
47.8
100.0
-
-
Notes :
Tested By SS Date 5/7/20 Checked By GEM Date 5/8/20
page 3 of 4 DCN: CT-S30R DATE: 7/26/13 REVISION: 8 Z:12020 PROJECTSISmith + Gardneh2020-097 S+G - Wilson 20-11[2020-097-001-001 grainsievehyd 10.x1s]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
HYDROMETER ANALYSIS
ASTM D 422-63 (2007)
Client Smith + Gardner, Inc.
Client Reference Wilson 20-1
Project No. R-2020-097-001
Lab ID R-2020-097-001-001
Boring No. NA
Depth (ft) 0-4
Sample No. SB-1
Soil Color Tan
eotechnics
geatedin uI & geasynthetic Testing
Elapsed
Time
(min)
R
Measured
Temp.
( ° C)
Composite
Correction
R
Corrected
N
(%)
K
Factor
Diameter
( mm)
N'
(% )
0
NA
NA
NA
NA
NA
NA
NA
NA
2
36.0
23.4
3.77
32.2
36.6
0.01291
0.0294
36.5
5
33.0
23.3
3.78
29.2
33.2
0.01293
0.0191
33.1
15
30.0
23.2
3.80
26.2
29.8
0.01294
0.0113
29.7
30
28.0
23.3
3.78
24.2
27.5
0.01293
0.0081
27.4
60
26.0
23.4
3.77
22.2
25.3
0.01291
0.0058
25.2
250
23.0
23.6
3.73
19.3
21.9
0.01288
0.0029
21.8
1440
20.0
23.3
3.78
16.2
18.4
0.01293
0.0012
18.4
Specimen Data Other
Wgt. of Dry Material (g) 87.14 Hygroscopic Moisture Factor 0.986
Weight of Deflocculant (g) 5.0
a - Factor 0.99
Percent Finer than # 10 99.76
Specific Gravity 2.70 Assumed
Notes:
Tested By RFF Date 5/6/20 Checked By GEM Date 5/8/20
page 4 of 4 DCN: CT-S30R DATE: 7/26/13 REVISION: 8 Z:12020 PROJECTSISmith + Gardneh2020-097 S+G - Wilson 20-11[2020-097-001-001 grainsievehyd 10.x1s]Sheet1
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DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geutecimical & yeasynthetic testiny
ATTERBERG LIMITS
ASTM D 4318-17
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson 20-1
Depth (ft):
0-4
Project No.:
R-2020-097-001
Sample No.:
SB-1
Lab ID:
R-2020-097-001-001
Soil Description:
TAN SILT
Note: The USCS symbol used with this test refers only to the minus No. 40
( Minus No. 40 sieve material, Air dried)
sieve marena►. wee me -- ►eve ana r►yaromerer14na►ys►s-- grapn page Tor me compere marena► aescr►pr►on
As Received Moisture Content
Liquid Limit Test
ASTM D2216-10
1
2
3
M
Tare Number:
AH
33
29
26
U
Wt. of Tare & Wet Sample (g):
59.13
21.87
22.84
19.41
L
Wt. of Tare & Dry Sample (g):
52.52
19.01
19.69
16.75
T
Weight of Tare (g):
15.52
6.97
7.00
7.00
1
Weight of Water (g):
6.6
2.9
3.2
2.7
P
Weight of Dry Sample (g):
37.0
12.0
12.7
9.8
O
Was As Received MC Preserved:
Yes
Moisture Content (%):
17.9
23.8
24.8
27.3
N
Number of Blows:
34
25
15
T
Plastic Limit Test 1 2 Range
Test Results
Tare Number: 10 4
Liquid Limit (%): 13.78
Wt. of Tare & Wet Sample (g): 13.08 13.78
Wt. of Tare & Dry Sample (g): 12.38 13.02
Plastic Limit (%): 13
Weight of Tare (g): 6.97 6.99
Weight of Water (g): 0.7 0.8
Plasticity Index (%): 1
Weight of Dry Sample (g): 5.4 6.0
USCS Symbol: ML
Moisture Content (%): 12.9 12.6 0.3
Note: The acceptable range of the two Moisture Contents is ± 0.84
28
27
26
e
25
C
d
o 24
U
d
23
22
21
20
1
Flow Curve
60
u
50
40
X
d
C
❑ T 30
U
.y
a
20
10
10
Number of Blows
100
0
1
CL- ML
Plasticity Chart
uiquiu urns t io)
10
Tested By TB Date 5/6/20 Checked By GEM Date 5/7/20
page 1 of 1 DCN: CTS4B, REV. 7, 1/24/1a S:IExcOExcel QkSpreadsheetsUmit 3Pt.x/s
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DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geatedinuI & geasynlhetic tesliny
SIEVE AND HYDROMETER ANALYSIS
ASTM D 422-63 (2007)
Client Smith + Gardner, Inc. Boring No. NA
Client Reference Wilson 20-1 Depth (ft) 1-8
Project No. R-2020-097-001 Sample No. SB-4
Lab ID R-2020-097-001-006 Soil Color Brown
SIEVE ANALYSIS HYDROMETER
USCS
cobbles
gravel sand silt and clay fraction
USDA
cobbles
gravel sand silt lay
12" 6" 3" 2" 1" 3/4" 3/8" #4 #10 #20 #40 #60 #140 #200
100
90
80
70
t
rn
Z 60
T
m
,50
c
LL
,40
U
N
a
30
20
10
0
1000 100 10 1 0.1 0.01 0.001
Particle Diameter (mm)
Sieve Sizes (mm
Greater Than #4
#4 To #200
Finer Than #200
USCS Summary
Gravel
Sand
Silt & Clay
USCS Symbol SC, TESTED
USCS Classification CLAYEYSAND
nAnA 1 of 4 nr.w. f.T_CYnR nATF• 70A/11 RFVlglnN• R
0.00
67.33
32.67
1
7-01)91) PRn1FrT.CLCmith Wilmn —i—i—h,,H 11) r10.1Ch—tl
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DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eatechnics
geo-te[itni[al &geosyntheti[ testing
USDA CLASSIFICATION CHART
Client Smith + Gardner, Inc. Boring No. NA
Client Reference Wilson 20-1 Depth (ft) 1-8
Project No. R-2020-097-001 Sample No. SB-4
Lab ID R-2020-097-001-006 Soil Color Brown
100 90 80 70 60 50 40 30 20 10 0
PERCENT SAND
Particle
Size (mm)
Percent
Finer
USDA SUMMARY Actual
Percentage
Corrected % of Minus 2.0 mm
material for USDA Classificat.
Gravel 0.39
0.00
2
99.61
Sand 67.99
68.26
0.05
31.62
Silt 13.28
13.33
0.002
18.34
Clay 18.34
18.41
USDA Classification: SANDY LOAM
page 2 of 4 DCN: CT-S30R DATE: 7/26/13 REVISION: 8 Z:12020 PROJECTSISmith + Gardneh2020-097 S+G - Wilson 20-11[2020-097-001-006 grainsievehyd 10.xls]Sheetl
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client
Smith + Gardner, Inc.
Boring No.
NA
Client Reference
Wilson 20-1
Depth (ft)
1-8
Project No.
R-2020-097-001
Sample No.
SB-4
Lab ID
R-2020-097-001-006
Soil Color
Brown
Minus #10 for Hygroscopic Moisture Content
are No.
N-1
✓gt.Tare + Wet Soil (g)
32.61
✓gt.Tare + Dry Soil (g)
32.34
✓eight of Tare (g)
15.71
✓eight of Water (g)
0.27
✓eight of Dry Soil (g)
16.63
Moisture Content (%) 1.6
are No.
318
✓gt.Tare + Air Dry Soil (g)
791.55
✓eight of Tare (g)
86.41
it Dried Wgt. Total Sample (g)
705.14
otal Dry Sample Weight (g)
693.92
eotechnics
geatedin uI & geasynthetic Testing
Hydrometer Specimen Data
Air Dried - #10 Hydrometer Material (g) 69.82
Corrected Dry Wt. of - #10 Material (g) 68.70
Weight of - #200 Material (g) 22.53
Weight of - #10 ; + #200 Material (g) 46.17
J-FACTOR (%FINER THAN #101 0.9961
Dry Weight of Material Retained on #10 (g) 2.73
Corrected Dry Sample Wt - #10 (g) 691.19
Sieve
Sieve
Wgt.of Soil
Percent
Accumulated
Percent
Accumulated
Size
Opening
Retained
Retained
Percent
Finer
Percent
(mm)
Retained
Finer
(gm)
(°/D)
(°/D)
(°/D)
(%)
12"
300
0.00
0.0
0.0
100.0
100.0
6"
150
0.00
0.0
0.0
100.0
100.0
3"
75
0.00
0.0
0.0
100.0
100.0
2"
50
0.00
0.0
0.0
100.0
100.0
1 1 /2"
37.5
0.00
0.0
0.0
100.0
100.0
ill
25.0
0.00
0.0
0.0
100.0
100.0
3/4"
19.0
0.00
0.0
0.0
100.0
100.0
1 /2"
12.5
0.00
0.0
0.0
100.0
100.0
3/8"
9.50
0.00
0.0
0.0
100.0
100.0
#4
4.75
0.00
0.0
0.0
100.0
100.0
#10
2.00
2.73
0.4
0.4
99.6
99.6
#20
0.85
4.73
6.9
6.9
93.1
92.7
#40
0.425
12.03
17.5
24.4
75.6
75.3
#60
0.250
11.00
16.0
40.4
59.6
59.4
#140
0.106
15.46
22.5
62.9
37.1
36.9
#200
0.075
2.95
4.3
67.2
32.8
32.7
Pan
-
22.53
32.8
100.0
-
-
Notes :
Tested By SS Date 5/7/20 Checked By GEM Date 5/8/20
page 3 of 4 DCN: CT-S30R DATE: 7/26/13 REVISION: 8 Z:12020 PROJECTSISmith + Gardneh2020-097 S+G - Wilson 20-11[2020-097-001-006 grainsievehyd 10.x1s]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
HYDROMETER ANALYSIS
ASTM D 422-63 (2007)
Client Smith + Gardner, Inc.
Client Reference Wilson 20-1
Project No. R-2020-097-001
Lab ID R-2020-097-001-006
Boring No. NA
Depth (ft) 1-8
Sample No. SB-4
Soil Color Brown
eotechnics
geatedin uI & geasynthetic Testing
Elapsed
Time
(min)
R
Measured
Temp.
( ° C)
Composite
Correction
R
Corrected
N
(%)
K
Factor
Diameter
( mm)
N'
(% )
0
NA
NA
NA
NA
NA
NA
NA
NA
2
25.0
23.3
3.78
21.2
30.6
0.01293
0.0319
30.5
5
22.0
23.3
3.78
18.2
26.2
0.01293
0.0206
26.1
15
21.0
23.2
3.80
17.2
24.8
0.01294
0.0120
24.7
30
19.5
23.2
3.80
15.7
22.6
0.01294
0.0086
22.5
60
18.5
23.3
3.78
14.7
21.2
0.01293
0.0061
21.1
250
17.0
23.6
3.73
13.3
19.1
0.01288
0.0030
19.0
1440
16.0
23.3
3.78
12.2
17.6
0.01293
0.0013
17.5
Specimen Data Other
Wgt. of Dry Material (g) 68.70 Hygroscopic Moisture Factor 0.984
Weight of Deflocculant (g) 5.0
a - Factor 0.99
Percent Finer than # 10 99.61
Specific Gravity 2.70 Assumed
Notes:
Tested By RFF Date 5/6/20 Checked By GEM Date 5/8/20
page 4 of 4 DCN: CT-S30R DATE: 7/26/13 REVISION: 8 Z:12020 PROJECTSISmith + Gardneh2020-097 S+G - Wilson 20-11[2020-097-001-006 grainsievehyd 10.x1s]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geutecimical & yeasynthetic testiny
ATTERBERG LIMITS
ASTM D 4318-17
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson 20-1
Depth (ft):
1-8
Project No.:
R-2020-097-001
Sample No.:
SB-4
Lab ID:
R-2020-097-001-006
Soil Description:
BROWN LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40
( Minus No. 40 sieve material, Air dried)
sieve marena►. wee me -- ►eve ana r►yaromerer14na►ys►s-- grapn page Tor me compere marena► aescr►pr►on
As Received Moisture Content
Liquid Limit Test
ASTM D2216-10
1
2
3
M
Tare Number:
KP
Al
B2
AO
U
Wt. of Tare & Wet Sample (g):
57.29
31.29
30.05
29.36
L
Wt. of Tare & Dry Sample (g):
52.35
27.79
26.67
25.97
T
Weight of Tare (g):
15.46
15.42
15.37
15.37
1
Weight of Water (g):
4.9
3.5
3.4
3.4
P
Weight of Dry Sample (g):
36.9
12.4
11.3
10.6
O
Was As Received MC Preserved:
Yes
Moisture Content (%):
13.4
28.3
29.9
32.0
N
Number of Blows:
35
25
15
T
Plastic Limit Test
1
2 Range
Test Results
Tare Number:
3
30
Liquid Limit (%):
30
Wt. of Tare & Wet Sample (g):
18.96
17.50
Wt. of Tare & Dry Sample (g):
17.47
16.17
Plastic Limit (%):
14
Weight of Tare (g):
7.01
7.03
Weight of Water (g):
1.5
1.3
Plasticity Index (%):
16
Weight of Dry Sample (g):
10.5
9.1
USCS Symbol:
CL
Moisture Content (%):
14.2
14.6 -0.3
Note: The acceptable range of the two Moisture Contents is ± 1.12
Flow Curve Plasticity Chart
33
32 ❑
32
31
C
m 31
c
0
CL 30
d 1
l6
30
29
29
28
1 10
Number of Blows
60
50
cZ 40
X
d
c
T 30
U
.y
`6 20
a
10
0
100
CL- ML
uiquiu urns t io)
10
Tested By SS Date 5/4/20 Checked By GEM Date 5/5/20
page 1 of 1 DCN: CTS4B, REV. 7, 1/24/1a S:IExcOExcel QkSpreadsheetsUmit 3Pt.x/s
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DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
9otechnics
geotechnical & geosynthetic resting
MOISTURE CONTENT
ASTM D 2216-10
Client: Smith + Gardner, Inc.
Client Reference: Wilson County C&D LF
Project No.: R-2022-173-001
Lab ID: -001
Boring No.: NA
Depth (ft): NA
Sample No.: Bulk-1
Tare Number
840
Wt. of Tare & Wet Sample (g)
1097.04
Wt. of Tare & Dry Sample (g)
966.33
Weight of Tare (g)
263.52
Weight of Water (g)
130.71
Weight of Dry Sample (g)
702.81
Water Content (%) 18.6
Notes :
Tested By DL Date 7126122 Checked By AES Date 7127122
page 1 of 1 DCN: CT-S1 DATE: 3/18/13 REVISION: 4
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DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: Smith + Gardner, Inc.
Client Reference: Wilson County C&D LF
Project No.: R-2022-173-001
Lab ID: R-2022-173-001-001
Boring No.: NA
Depth (ft): NA
Sample No.: Bulk-1
Soil Color: Brown
ectechnics
geutethnical & geosynthetictesting
SIEVE ANALYSIS HYDROMETER
USCS
cobbles
gravel sand silt and clay fraction
USDA
cobbles
gravel
sand
I silt
lay
100 1T
3/ " 3/ " #64
#
0 # 0
#40 #1 0 # 0
90
80
70
Y
t
60
T
m
50
c
LL
C
40
ai
L
d
a
30
20
10
0
1000 100 10
1 0.1 0.01 0.001
Particle Diameter (mm)
USCS Summary
Sieve Size (mm)
Percentage (%)
Greater Than #4
Gravel
0.00
#4 to #200
Sand
34.17
Finer Than #200
Silt & Clay
65.83
USCS Symbol:
CL, TESTED
USCS Classification:
SANDY LEAN CLAY
page 1 of 2 DCN: CT-S3TW DATE: 10/29/20 REVISION: 1
S:ExceAExcel QAISpreadsheetslSieveHydJ.xls
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DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
WASH SIEVE ANALYSIS geotechnical&geosynthetictesting
ASTM D 422-63 (2007)
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson County C&D LF
Depth (ft):
NA
Project No.:
R-2022-173-001
Sample No.:
Bulk-1
Lab ID:
R-2022-173-001-001
Soil Color:
Brown
Moisture Content of Passinq 3/4" Material Moisture Content of Retained 3/4" Material
Tare No.:
840
Tare No.:
NA
Wt. of Tare & Wet Sample (g):
1097.04
Weight of Tare & Wet Sample (g):
NA
Wt. of Tare & Dry Sample (g):
966.33
Weight of Tare & Dry Sample (g):
NA
Weight of Tare (g):
263.52
Weight of Tare (g):
NA
Weight of Water (g):
130.71
Weight of Water (g):
NA
Weight of Dry Soil (g):
702.81
Weight of Dry Soil (g):
NA
Moisture Content
Wet Weight of -3/4" Sample (g):
Dry Weight of - 3/4" Sample (g):
Wet Weight of +3/4" Sample (g):
Dry Weight of + 3/4" Sample (g):
Total Dry Weight of Sample (g):
18.6 Moisture Content
NA
Weight of the Dry Sample (g): 702.81
702.81
Weight of Minus #200 Material (g): 462.67
0.00
Weight of Plus #200 Material (g): 240.14
0.00
702.81
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
ill
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"
12.5
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
0.55
0.08
0.08
99.92
99.92
#20
0.85
9.04 (**)
1.29
1.36
98.64
98.64
#40
0.425
25.27
3.60
4.96
95.04
95.04
#60
0.250
47.90
6.82
11.78
88.22
88.22
#140
0.106
115.44
16.43
28.20
71.80
71.80
#200
0.075
41.94
5.97
34.17
65.83
65.83
Pan
-
462.67
65.83
100.00
-
-
Notes : (*) The + 314" sieve analysis is based on the Total Dry Weight of the Sample
( **) The - 314" sieve analysis is based on the Weight of the Dry Sample
Tested By NS Date 7/26/22 Checked By AES Date 7/26/22
page 2 of 2 DCN: CT-S3TW DATE: 10/29/20 REVISION: 1 S:ExcellExcel QAISpreadsheets0eveHydlxls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geotechnical & geosyntheti( resting
ATTERBERG LIMITS
ASTM D 4318-17
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson County C&D LF
Depth (ft):
NA
Project No.:
R-2022-173-001
Sample No.:
Bulk-1
Lab ID:
R-2022-173-001-001
Soil Description:
BROWN LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40
(Minus #40 sieve material, Air dried)
sieve marena►. aee me --a►eve ana nyaromerer Ana►ys►s-- grapn page Tor me compere marena► aescr►pr►on .
As Received Moisture Content
Liquid Limit Test
ASTM D2216-19
1
2
3
M
Tare Number:
840
11
19
20
U
Wt. of Tare & Wet Sample (g):
1097.04
20.32
22.34
21.60
L
Wt. of Tare & Dry Sample (g):
966.33
16.60
17.94
17.15
T
Weight of Tare (g):
263.52
7.10
7.04
7.04
1
Weight of Water (g):
130.7
3.7
4.4
4.5
P
Weight of Dry Sample (g):
702.8
9.5
10.9
10.1
O
Was As Received MC Preserved:
Yes
Moisture Content (%):
18.6
39.2
40.4
44.0
N
Number of Blows:
35
25
15
T
Plastic Limit Test 1 2 Range
Test Results
Tare Number: 31 34
Liquid Limit (%): 41
Wt. of Tare & Wet Sample (g): 16.57 18.33
Wt. of Tare & Dry Sample (g): 15.00 16.56
Plastic Limit (%): 19
Weight of Tare (g): 7.01 7.00
Weight of Water (g): 1.6 1.8
Plasticity Index (%): 22
Weight of Dry Sample (g): 8.0 9.6
USCS Symbol: CL
Moisture Content (%): 19.6 18.5 1.1
Note: The acceptable range of the two Moisture Contents is ± 1.12
50
45
0 40
c
m
p 35
U
a�
is
?� 30
25
20
1
Flow Curve Plasticity Chart
60
50
❑
0 40
❑
x
m
30
w
.v
.y
R 20
0-
10
10
Number of Blows
100
0
CL- ML
L.iquiu L11111L t %o►
Tested By DL Date 7126122 Checked By AES Date 7/27/22
page 1 of 1 DCN: CTS4B, DATE: 5/22/18 REVISION: 8
0
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DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geotechnical & geosynthetic resting
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson County C&D LF
Depth (ft):
NA
Project No.:
R-2022-173-001
Sample No.:
Bulk-1
Lab ID:
R-2022-173-001-001
Test Method
STANDARD
Visual Description: Brown Sandy Lean Clay
115
110
105
95
90
5
Optimum Moisture Content (%): 17.7
Maximum Dry Density (pcf): 108.2
Specific Gravity 2.70
Assumed
--------- --------- ---
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
10
Tested By DO Date 7125122
page 1 of 2 DCN:CT-S12 DATE: 511113 REVISION: 16
15 20
Moisture Content (%)
Checked By GEM
25
Date 7/26/22
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Client:
Client Reference
Project No.:
Lab ID:
Visual Description:
eotechnics
geotechnical & geosynthetic resting
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Smith + Gardner, Inc.
Wilson County C&D LF
R-2022-173-001
R-2022-173-001-001
Brown Sandy Lean Clay
Total Weight of the Sample (g):
As Received Water Content (%)
Assumed Specific Gravity:
Percent Retained on 3/4":
Percent Retained on 3/8":
Percent Retained on #4:
Oversize Material:
Procedure Used:
25400
NA
2.70
0
0
NA
Not included
B
Boring No.: NA
Depth (ft): NA
Sample No.: Bulk-1
Test Type:
STANDARD
Rammer Weight (lb):
5.5
Rammer Drop (in):
12
Rammer Type:
MECHANICAL
Machine ID:
R606
Mold ID:
R607
Mold diameter:
4"
Weight of the Mold (g):
4263
Volume of the Mold (cm3):
943
Mold / Specimen
Point No.
1
2
3
4
5
Weight of Mold & Wet Sample (g):
5907
6107
6191
6178
6125
Weight of Mold (g):
4263
4263
4263
4263
4263
Weight of Wet Sample (g):
1644
1844
1928
1915
1862
Mold Volume (cm3):
943
943
943
943
943
Moisture Content / Density
Tare Number:
368
456
468
457
300
Weight of Tare & Wet Sample (g):
457.60
492.20
478.30
473.80
461.30
Weight of Tare & Dry Sample (g):
418.96
445.93
426.50
418.36
398.78
Weight of Tare (g):
111.20
137.50
137.80
142.30
110.80
Weight of Water (g):
38.64
46.27
51.80
55.44
62.52
Weight of Dry Sample (g):
307.76
308.43
288.70
276.06
287.98
Wet Density (g/cm3):
1.74
1.96
2.04
2.03
1.97
Wet Density (pcf):
108.8
122.0
127.6
126.7
123.2
Moisture Content (%):
12.6
15.0
17.9
20.1
21.7
Dry Density (pcf):
96.7
106.1
108.2
105.5
101.2
Zero Air Voids
Moisture Content (%): 19.0 22.0 24.9
Dry Unit Weight (pcf): 111.4 105.8 100.7
Tested By DO Date 7/25/22 Checked By GEM Date 7/26/22
page 2 of 2 DCN:CT-S12 DATE: 511113 REVISION: 16
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DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: Smith + Gardner, Inc.
Client Reference: Wilson County C&D LF
Project No.: R-2022-173-002
Lab ID: R-2022-173-002-001
Boring No.: NA
Depth (ft): NA
Sample No.: SG-1
Soil Color: Gray
ectechnics
geutethnical & geosynthetictesting
SIEVE ANALYSIS HYDROMETER
USCS
cobbles
gravel sand silt and clay fraction
USDA
cobbles
gravel
sand
I silt
lay
100 121, T
T 3/ " 3/ " #64
#
0 # 0
#40 #1 0 # 0
90
80
70
Y
t
60
T
m
50
c
LL
C
40
ai
L
d
a
30
20
10
0
1000 100 10
1 0.1 0.01 0.001
Particle Diameter (mm)
USCS Summary
Sieve Size (mm)
Percentage (%)
Greater Than #4
Gravel
0.00
#4 to #200
Sand
75.69
Finer Than #200
Silt & Clay
24.31
USCS Symbol:
SM, TESTED
USCS Classification:
SILTY SAND
(NON -PLASTIC FINES)
page 1 of 2 DCN: CT-S3TW DATE: 10/29/20 REVISION: 1
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
WASH SIEVE ANALYSIS geotechnical&geosynthetictesting
ASTM D 422-63 (2007)
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson County C&D LF
Depth (ft):
NA
Project No.:
R-2022-173-002
Sample No.:
SG-1
Lab ID:
R-2022-173-002-001
Soil Color:
Gray
Moisture Content of Passinq 3/4" Material Moisture Content of Retained 3/4" Material
Tare No.:
409
Tare No.:
NA
Wt. of Tare & Wet Sample (g):
806.58
Weight of Tare & Wet Sample (g):
NA
Wt. of Tare & Dry Sample (g):
767.20
Weight of Tare & Dry Sample (g):
NA
Weight of Tare (g):
138.68
Weight of Tare (g):
NA
Weight of Water (g):
39.38
Weight of Water (g):
NA
Weight of Dry Soil (g):
628.52
Weight of Dry Soil (g):
NA
Moisture Content
Wet Weight of -3/4" Sample (g):
Dry Weight of - 3/4" Sample (g):
Wet Weight of +3/4" Sample (g):
Dry Weight of + 3/4" Sample (g):
Total Dry Weight of Sample (g):
6.3 Moisture Content
27350.00
Weight of the Dry Sample (g): 628.52
25737.42
Weight of Minus #200 Material (g): 152.79
0.00
Weight of Plus #200 Material (g): 475.73
0.00
25737.42
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
ill
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"
12.5
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
3.59
0.57
0.57
99.43
99.43
#20
0.85
44.16 (**)
7.03
7.60
92.40
92.40
#40
0.425
106.48
16.94
24.54
75.46
75.46
#60
0.250
131.34
20.90
45.44
54.56
54.56
#140
0.106
160.65
25.56
71.00
29.00
29.00
#200
0.075
29.51
4.70
75.69
24.31
24.31
Pan
-
152.79
24.31
100.00
-
-
Notes : (*) The + 314" sieve analysis is based on the Total Dry Weight of the Sample
( **) The - 314" sieve analysis is based on the Weight of the Dry Sample
Tested By RFF Date 8/11/22 Checked By AES Date 8/11/22
page 2 of 2 DCN: CT-S3TW DATE: 10/29/20 REVISION: 1 S:ExcellExcel QAISpreadsheets0eveHydlxls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
ATTERBERG LIMITS
ASTM D 4318-17
Client: Smith + Gardner, Inc.
Client Reference: Wilson County C&D LF
Project No.: R-2022-173-002
Lab ID: R-2022-173-002-001
As Received
Water Content
Tare Number
409
Wt. of Tare & Wet Sample (g)
806.58
Wt. of Tare & Dry Sample (g)
767.20
Weight of Tare (g)
138.68
Weight of Water (g)
39.38
Weight of Dry Sample (g)
628.52
Water Content (%) 6.3
9otechnics
geotechnical & geosynthetic resting
Boring No.:
NA
Depth (ft):
NA
Sample No.:
SG-1
Color:
Brown
( Mlnus No. 40 sieve material)
NON - PLASTIC
MATERIAL
Tested By DL Date 8111122 Checked By AES Date 8111122
page 1 of 1 DCN: CT-S4C, DATE: 4/27/17, REVISION: 4e
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
SIEVE ANALYSIS
ectechnics
ASTM D 422-63 (2007)
geutethnical&geosynthetictesting
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson County C&D LF
Depth (ft):
NA
Project No.:
R-2022-173-002
Sample No.:
SG-2
Lab ID:
R-2022-173-002-002
Soil Color:
Light Brown
SIEVE ANALYSIS HYDROMETER
USCS
cobbles
gravel sand silt and clay fraction
USDA
cobbles
gravel
sand
I silt
lay
100 121, T
T 3/" 3/
#0
#0
#40 #1 0# 0
'F�7
90
E�F
80
70
Y
t
60
T
m
50
c
LL
Y
40
4)
L
d
a
30
20
10
0
1000 100 10
1 0.1 0.01 0.001
Particle Diameter (mm)
USCS Summary
Sieve Size (mm)
Percentage (%)
Greater Than #4
Gravel
0.43
#4 to #200
Sand
74.39
Finer Than #200
Silt & Clay
25.18
USCS Symbol:
SM, TESTED
USCS Classification:
SILTY SAND
(NON -PLASTIC FINES)
page 1 of 2 DCN: CT-S3TW DATE: 10/29/20 REVISION: 1
S:ExceAExcel QAISpreadsheetslSieveHydJ.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: Smith + Gardner, Inc.
Client Reference: Wilson County C&D LF
Project No.: R-2022-173-002
Lab ID: R-2022-173-002-002
9otechnics
geotechnical & geosynthetic resting
Boring No.: NA
Depth (ft): NA
Sample No.: SG-2
Soil Color: Light Brown
Moisture Content of Passinq 3/4" Material Moisture Content of Retained 3/4" Material
Tare No.:
420
Tare No.:
NA
Wt. of Tare & Wet Sample (g):
832.45
Weight of Tare & Wet Sample (g):
NA
Wt. of Tare & Dry Sample (g):
780.34
Weight of Tare & Dry Sample (g):
NA
Weight of Tare (g):
145.89
Weight of Tare (g):
NA
Weight of Water (g):
52.11
Weight of Water (g):
NA
Weight of Dry Soil (g):
634.45
Weight of Dry Soil (g):
NA
Moisture Content
Wet Weight of -3/4" Sample (g):
Dry Weight of - 3/4" Sample (g):
Wet Weight of +3/4" Sample (g):
Dry Weight of + 3/4" Sample (g):
Total Dry Weight of Sample (g):
8.2 Moisture Content
24750.00
Weight of the Dry Sample (g): 634.45
22871.47
Weight of Minus #200 Material (g): 159.76
0.00
Weight of Plus #200 Material (g): 474.69
0.00
22871.47
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
ill
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"
12.5
0.00
0.00
0.00
100.00
100.00
3/8"
9.50
1.84
0.29
0.29
99.71
99.71
#4
4.75
0.89
0.14
0.43
99.57
99.57
#10
2.00
5.85
0.92
1.35
98.65
98.65
#20
0.85
59.82 (**)
9.43
10.78
89.22
89.22
#40
0.425
110.63
17.44
28.22
71.78
71.78
#60
0.250
114.75
18.09
46.30
53.70
53.70
#140
0.106
158.69
25.01
71.32
28.68
28.68
#200
0.075
22.22
3.50
74.82
25.18
25.18
Pan
-
159.76
25.18
100.00
-
-
Notes : (*) The + 314" sieve analysis is based on the Total Dry Weight of the Sample
( **) The - 314" sieve analysis is based on the Weight of the Dry Sample
Tested By RFF Date 8/11/22 Checked By AES Date 8/11/22
page 2 of 2 DCN: CT-S3TW DATE: 10/29/20 REVISION: 1 S:ExcellExcel QAISpreadsheets0eveHydlxls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
ATTERBERG LIMITS
ASTM D 4318-17
Client: Smith + Gardner, Inc.
Client Reference: Wilson County C&D LF
Project No.: R-2022-173-002
Lab ID: R-2022-173-002-002
As Received
Water Content
Tare Number
420
Wt. of Tare & Wet Sample (g)
832.45
Wt. of Tare & Dry Sample (g)
780.34
Weight of Tare (g)
145.89
Weight of Water (g)
52.11
Weight of Dry Sample (g)
634.45
Water Content (%) 8.2
9otechnics
geotechnical & geosynthetic resting
Boring No.: NA
Depth (ft): NA
Sample No.: SG-2
Color: Light Brown
( Mlnus No. 40 sieve material)
NON - PLASTIC
MATERIAL
Tested By DL Date 8111122 Checked By AES Date 8111122
page 1 of 1 DCN: CT-S4C, DATE: 4/27/17, REVISION: 4e
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geatechnical & gmythetic testing
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson County C&D LF
Depth (ft):
NA
Project No.:
R-2022-173-002
Sample No.:
SG-2
Lab ID:
R-2022-173-002-002
Test Method
STANDARD
Visual Description:
Light Brown Silty Sand
130
125
120
110
105 +
0
5
Optimum Moisture Content (%): 9.8
Maximum Dry Density (pcf): 125.4
Tested By AA Date 8110122
page 1 of 2 DCN:CT-S12 DATE: 511113 REVISION: 16
Specific Gravity 2.70
Assumed
10
Moisture Content (%)
Checked By AES
15 20
Date 8/14/22
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Client:
Client Reference
Project No.:
Lab ID:
Visual Description:
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Smith + Gardner, Inc.
Wilson County C&D LF
R-2022-173-002
R-2022-173-002-002
Light Brown Silty Sand
Total Weight of the Sample (g):
As Received Water Content (%)
Assumed Specific Gravity:
Percent Retained on 3/4":
Percent Retained on 3/8":
Percent Retained on #4:
Oversize Material:
Procedure Used:
24750
NA
2.70
NA
NA
NA
Not included
B
eotechnics
geotechnical & gmynthetic testing
Boring No.: NA
Depth (ft): NA
Sample No.: SG-2
Test Type:
STANDARD
Rammer Weight (lb):
5.5
Rammer Drop (in):
12
Rammer Type:
MECHANICAL
Machine ID:
R606
Mold ID:
R607
Mold diameter:
4"
Weight of the Mold (g):
4262
Volume of the Mold (cm3):
943
Mold / Specimen
Point No.
1
2
3
4
5
Weight of Mold & Wet Sample (g):
6130
6258
6344
6310
6258
Weight of Mold (g):
4262
4262
4262
4262
4262
Weight of Wet Sample (g):
1868
1996
2081
2048
1996
Mold Volume (cm3):
943
943
943
943
943
Moisture Content / Density
Tare Number:
425
495
439
702
438
Weight of Tare & Wet Sample (g):
338.40
327.50
337.70
348.00
321.70
Weight of Tare & Dry Sample (g):
325.18
310.46
316.12
321.00
294.27
Weight of Tare (g):
99.20
99.20
98.70
91.30
100.00
Weight of Water (g):
13.22
17.04
21.58
27.00
27.43
Weight of Dry Sample (g):
225.98
211.26
217.42
229.70
194.27
Wet Density (g/cm3):
1.98
2.12
2.21
2.17
2.12
Wet Density (pcf):
123.6
132.1
137.7
135.5
132.0
Moisture Content (%):
5.9
8.1
9.9
11.8
14.1
Dry Density (pcf):
116.7
122.2
125.3
121.3
115.7
Zero Air Voids
Moisture Content (%): 11.5 15.3 19.0
Dry Unit Weight (pcf): 128.6 119.3 111.4
Tested By AA Date 8/10/22 Checked By AES Date 8/14/22
page 2 of 2 DCN:CT-S12 DATE: 511113 REVISION: 16
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
MOISTURE CONTENT
ASTM D 2216-19
Client: Smith + Gardner, Inc.
Client Reference: Wilson County C&D LF
Project No.: R-2022-173-003
Lab ID:
Boring No.:
Depth (ft):
Sample No.:
Tare Number
Wt. of Tare & Wet Sample (g)
Wt. of Tare & Dry Sample (g)
Weight of Tare (g)
Weight of Water (g)
Weight of Dry Sample (g)
Water Content (%)
Notes
eotechnics
geatedin uI & geasyn:hetic testing
001
002
003
004
005
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
S-1
S-2
S-3
S-4
S-5
423
745
409
463
418
678.27
834.21
784.53
720.46
869.60
646.93
778.89
727.13
678.65
781.66
144.10
141.88
138.69
145.50
138.36
31.34
55.32
57.40
41.81
87.94
502.83
637.01
588.44
533.15
643.30
6.2
8.7
9.8
7.8
13.7
Tested By RFF Date 9113122 Checked By GEM Date 9115122
page 1 of 1 DCN: CT-S1 DATE: 3/18/13 REVISION: 4
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Client:
Client Reference
Project No.:
Lab ID:
SIEVE AND HYDROMETER ANALYSIS
ASTM D6913 / D7928
Smith + Gardner, Inc. Boring No.:
Wilson County C&D LF Depth (ft):
R-2022-173-003 Sample No.:
R-2022-173-003-001 Soil Color:
eatechnics
geo-te[itni[al &geosyntheti[ testing
NA
NA
S-1
Brown
USCS
SIEVE ANALYSIS HYDROMETER
ravel
I sand
silt and clay
100
90
80
70
s 60
a�
m 50
L
LL 40
c
a�
U
a 30
20
10
0
1000 100 10 1 0.1 0.01 0.001
Particle Diameter (mm)
Sieve Size Percentage (%)
Greater than #4 Gravel 0.14
#4 to #200 Sand 74.96
Finer than #200 Silt & Clay 24.89
USCS Symbol:
SM, TESTED
USCS Classification:
SILTY SAND
(NON -PLASTIC FINES)
Tested By RFF Date 9/15/22
page 1 of 2 DCN: CT-S73T, DATE 2/25/22, REV. 1
D50 = 0.21
Checked By GEM Date 9/15/22
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
WASH SIEVE ANALYSIS
ASTM D6913-17
Client: Smith + Gardner, Inc. Boring No.:
Client Reference: Wilson County C&D LF Depth (ft):
Project No.: R-2022-173-003 Sample No.
Lab ID: R-2022-173-003-001 Soil Color:
eotechnics
geateclin uI & yea synthetic testing
NA
NA
S-1
Brown
Moisture Content of Passing 3/4" Material
Moisture Content of Retained 3/4" Material
Tare No.:
423
Tare No.:
NA
Wt. of Tare & Wet Sample (g):
678.27
Weight of Tare & Wet Sample (g):
NA
Wt. of Tare & Dry Sample (g):
646.93
Weight of Tare & Dry Sample (g):
NA
Weight of Tare (g):
144.10
Weight of Tare (g):
NA
Weight of Water (g):
31.34
Weight of Water (g):
NA
Weight of Dry Soil (g):
502.83
Weight of Dry Soil (g):
NA
Moisture Content (%):
6.2
Moisture Content (%):
0.0
Dry Weight of Sample (g):
NA
Total Dry Weight of Sample (g):
502.83
Tare No. (Sub -Specimen)
423
Wet Weight of +3/4" Sample (g):
0.00
Wt. of Tare & Wet Sub -Specimen (g):
678.27
Dry Weight of + 3/4" Sample (g):
0.00
Weight of Tare (g):
144.10
Dry Weight of - 3/4" Sample (g):
502.83
Sub -Specimen Wet Weight (g):
534.17
Dry Weight -3/4" +3/8" Sample (g):
0.00
Tare No. (-3/8" Sub -Specimen):
NA
Dry Weight of -3/8" Sample (g):
502.83
Wt. of Tare & Wet -3/8" Sub -Specimen
(g):
NA
J - Factor (% Finer than 3/4"):
NA
Weight of Tare (q):
NA
J - Factor (% Finer than 3/8"):
NA
Sub -Specimen -3/8" Wet Weight (g):
NA
Sieve Sieve
Weight of Soil
Percent
Accumulated
Percent Accumulated
Size Opening
Retained
Retained
Percent
Finer
Percent
Retained
Finer
mm
12" 300
0.00
0.00
0.00
100.00
100.0
6" 150
0.00
0.00
0.00
100.00
100.0
3" 75
0.00
0.00
0.00
100.00
100.0
2" 50
0.00
(*) 0.00
0.00
100.00
100.0
1 1 /2" 37.5
0.00
0.00
0.00
100.00
100.0
ill 25
0.00
0.00
0.00
100.00
100.0
3/4" 19
0.00
0.00
0.00
100.00
100.0
1 /2" 12.5
0.00
0.00
0.00
100.00
100.0
3/8" 9.5
0.00
(**)
0.00
0.00
100.00
100.0
#4 4.75
0.72
0.14
0.14
99.86
99.9
#10 2
1.29
0.26
0.40
99.60
99.6
#20 0.85
34.51
(**) 6.86
7.26
92.74
92.7
#40 0.425
86.86
17.27
24.54
75.46
75.5
#60 0.25
93.56
18.61
43.14
56.86
56.9
#100 0.15
89.65
17.83
60.97
39.03
39.0
#140 0.106
51.79
10.30
71.27
28.73
28.7
#200 0.075
19.28
3.83
75.11
24.89
24.9
Pan -
125.17
24.89
100.00
-
-
Notes : (*) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( **) The - 3/4" and - 3/8" sieve analysis is based on the Weight of the Dry Specimen
Tested By RFF Date 9/15/22 Checked By GEM Date 9/15/22
page 2 of 2 DCN: CT-S73T, DATE 2/25/22, REV. 1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geotecimicaI & geasyn:hetic testing
ATTERBERG LIMITS
ASTM D 4318-17
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson County C&D LF
Depth (ft):
NA
Project No.:
R-2022-173-003
Sample No.:
S-1
Lab ID:
R-2022-173-003-001
Color:
Brown
( Mlnus No. 40 sieve material)
As Received
Water Content
Tare Number
423
Wt. of Tare & Wet Sample (g)
678.27
Wt. of Tare & Dry Sample (g)
646.93
Weight of Tare (g)
144.10
Weight of Water (g)
31.34
Weight of Dry Sample (g)
502.83
Water Content (%) 6.2
NON - PLASTIC
MATERIAL
Tested By DL Date 9114122 Checked By GEM Date 9115122
page 1 of 1 DCN: CT-S4C, DATE: 4/27/17, REVISION : 4e
2200 Westinghouse Blvd., Suite 103 • Raleigh, INC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Client:
Client Reference
Project No.:
Lab ID:
SIEVE AND HYDROMETER ANALYSIS
ASTM D6913 / D7928
Smith + Gardner, Inc. Boring No.:
Wilson County C&D LF Depth (ft):
R-2022-173-003 Sample No.:
R-2022-173-003-002 Soil Color:
eatechnics
geo-te[itni[al &geosyntheti[ testing
NA
NA
S-2
Brown
USCS
SIEVE ANALYSIS HYDROMETER
ravel
I sand
silt and clay
100
90
80
70
s 60
a�
m 50
L
LL 40
c
a�
2
a 30
20
10
0
1000 100 10 1 0.1 0.01 0.001
Particle Diameter (mm)
Sieve Size Percentage (%)
Greater than #4 Gravel 0.03
#4 to #200 Sand 68.32
Finer than #200 Silt & Clay 31.65
USCS Symbol:
SM, TESTED
USCS Classification:
SILTY SAND
(NON -PLASTIC FINES)
Tested By RFF Date 9/15/22
page 1 of 2 DCN: CT-S73T, DATE 2/25/22, REV. 1
D50 = 0.18
Checked By GEM Date 9/15/22
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
WASH SIEVE ANALYSIS
ASTM D6913-17
Client: Smith + Gardner, Inc. Boring No.:
Client Reference: Wilson County C&D LF Depth (ft):
Project No.: R-2022-173-003 Sample No.
Lab ID: R-2022-173-003-002 Soil Color:
eotechnics
geateclin uI & yea synthetic testing
NA
NA
S-2
Brown
Moisture Content of Passing 3/4" Material
Moisture Content of Retained 3/4" Material
Tare No.:
745
Tare No.:
NA
Wt. of Tare & Wet Sample (g):
834.21
Weight of Tare & Wet Sample (g):
NA
Wt. of Tare & Dry Sample (g):
778.89
Weight of Tare & Dry Sample (g):
NA
Weight of Tare (g):
141.88
Weight of Tare (g):
NA
Weight of Water (g):
55.32
Weight of Water (g):
NA
Weight of Dry Soil (g):
637.01
Weight of Dry Soil (g):
NA
Moisture Content (%):
8.7
Moisture Content (%):
0.0
Dry Weight of Sample (g):
NA
Total Dry Weight of Sample (g):
637.01
Tare No. (Sub -Specimen)
745
Wet Weight of +3/4" Sample (g):
0.00
Wt. of Tare & Wet Sub -Specimen (g):
834.21
Dry Weight of + 3/4" Sample (g):
0.00
Weight of Tare (g):
141.88
Dry Weight of - 3/4" Sample (g):
637.01
Sub -Specimen Wet Weight (g):
692.33
Dry Weight -3/4" +3/8" Sample (g):
0.00
Tare No. (-3/8" Sub -Specimen):
NA
Dry Weight of -3/8" Sample (g):
637.01
Wt. of Tare & Wet -3/8" Sub -Specimen
(g):
NA
J - Factor (% Finer than 3/4"):
NA
Weight of Tare (q):
NA
J - Factor (% Finer than 3/8"):
NA
Sub -Specimen -3/8" Wet Weight (g):
NA
Sieve Sieve
Weight of Soil
Percent
Accumulated
Percent Accumulated
Size Opening
Retained
Retained
Percent
Finer
Percent
Retained
Finer
mm
12" 300
0.00
0.00
0.00
100.00
100.0
6" 150
0.00
0.00
0.00
100.00
100.0
3" 75
0.00
0.00
0.00
100.00
100.0
2" 50
0.00
(*) 0.00
0.00
100.00
100.0
1 1 /2" 37.5
0.00
0.00
0.00
100.00
100.0
ill 25
0.00
0.00
0.00
100.00
100.0
3/4" 19
0.00
0.00
0.00
100.00
100.0
1 /2" 12.5
0.00
0.00
0.00
100.00
100.0
3/8" 9.5
0.00
(**)
0.00
0.00
100.00
100.0
#4 4.75
0.19
0.03
0.03
99.97
100.0
#10 2
4.11
0.65
0.68
99.32
99.3
#20 0.85
44.46
(**) 6.98
7.65
92.35
92.3
#40 0.425
100.09
15.71
23.37
76.63
76.6
#60 0.25
113.97
17.89
41.26
58.74
58.7
#100 0.15
93.38
14.66
55.92
44.08
44.1
#140 0.106
56.94
8.94
64.86
35.14
35.1
#200 0.075
22.27
3.50
68.35
31.65
31.6
Pan -
201.60
31.65
100.00
-
-
Notes : (*) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( **) The - 3/4" and - 3/8" sieve analysis is based on the Weight of the Dry Specimen
Tested By RFF Date 9/15/22 Checked By GEM Date 9/15/22
page 2 of 2 DCN: CT-S73T, DATE 2/25/22, REV. 1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geotecimicaI & geasyn:hetic testing
ATTERBERG LIMITS
ASTM D 4318-17
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson County C&D LF
Depth (ft):
NA
Project No.:
R-2022-173-003
Sample No.:
S-2
Lab ID:
R-2022-173-003-002
Color:
Brown
( Mlnus No. 40 sieve material)
As Received
Water Content
Tare Number
745
Wt. of Tare & Wet Sample (g)
834.21
Wt. of Tare & Dry Sample (g)
778.89
Weight of Tare (g)
141.88
Weight of Water (g)
55.32
Weight of Dry Sample (g)
637.01
Water Content (%) 8.7
NON - PLASTIC
MATERIAL
Tested By DL Date 9114122 Checked By GEM Date 9115122
page 1 of 1 DCN: CT-S4C, DATE: 4/27/17, REVISION : 4e
2200 Westinghouse Blvd., Suite 103 • Raleigh, INC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Client:
Client Reference
Project No.:
Lab ID:
SIEVE AND HYDROMETER ANALYSIS
ASTM D6913 / D7928
Smith + Gardner, Inc. Boring No.:
Wilson County C&D LF Depth (ft):
R-2022-173-003 Sample No.:
R-2022-173-003-003 Soil Color:
eatechnics
geo-te[itni[al &geosyntheti[ testing
NA
NA
S-3
Brown
USCS
SIEVE ANALYSIS HYDROMETER
ravel
I sand
silt and clay
100
90
80
70
s 60
a�
m 50
L
LL 40
c
a�
U
a 30
20
10
0
1000 100 10 1 0.1 0.01 0.001
Particle Diameter (mm)
Sieve Size Percentage (%)
Greater than #4 Gravel 0.03
#4 to #200 Sand 74.58
Finer than #200 Silt & Clay 25.39
USCS Symbol:
SM, TESTED
USCS Classification:
SILTY SAND
(NON -PLASTIC FINES)
Tested By RFF Date 9/15/22
page 1 of 2 DCN: CT-S73T, DATE 2/25/22, REV. 1
D50 = 0.20
Checked By GEM Date 9/15/22
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
WASH SIEVE ANALYSIS
ASTM D6913-17
Client: Smith + Gardner, Inc. Boring No.:
Client Reference: Wilson County C&D LF Depth (ft):
Project No.: R-2022-173-003 Sample No.
Lab ID: R-2022-173-003-003 Soil Color:
eotechnics
geateclin uI & yea synthetic testing
NA
NA
S-3
Brown
Moisture Content of Passing 3/4" Material
Moisture Content of Retained 3/4" Material
Tare No.:
409
Tare No.:
NA
Wt. of Tare & Wet Sample (g):
784.53
Weight of Tare & Wet Sample (g):
NA
Wt. of Tare & Dry Sample (g):
727.13
Weight of Tare & Dry Sample (g):
NA
Weight of Tare (g):
138.69
Weight of Tare (g):
NA
Weight of Water (g):
57.40
Weight of Water (g):
NA
Weight of Dry Soil (g):
588.44
Weight of Dry Soil (g):
NA
Moisture Content (%):
9.8
Moisture Content (%):
0.0
Dry Weight of Sample (g):
NA
Total Dry Weight of Sample (g):
588.44
Tare No. (Sub -Specimen)
409
Wet Weight of +3/4" Sample (g):
0.00
Wt. of Tare & Wet Sub -Specimen (g):
784.53
Dry Weight of + 3/4" Sample (g):
0.00
Weight of Tare (g):
138.69
Dry Weight of - 3/4" Sample (g):
588.44
Sub -Specimen Wet Weight (g):
645.84
Dry Weight -3/4" +3/8" Sample (g):
0.00
Tare No. (-3/8" Sub -Specimen):
NA
Dry Weight of -3/8" Sample (g):
588.44
Wt. of Tare & Wet -3/8" Sub -Specimen
(g):
NA
J - Factor (% Finer than 3/4"):
NA
Weight of Tare (q):
NA
J - Factor (% Finer than 3/8"):
NA
Sub -Specimen -3/8" Wet Weight (g):
NA
Sieve Sieve
Weight of Soil
Percent
Accumulated
Percent Accumulated
Size Opening
Retained
Retained
Percent
Finer
Percent
Retained
Finer
mm
12" 300
0.00
0.00
0.00
100.00
100.0
6" 150
0.00
0.00
0.00
100.00
100.0
3" 75
0.00
0.00
0.00
100.00
100.0
2" 50
0.00
(*) 0.00
0.00
100.00
100.0
1 1 /2" 37.5
0.00
0.00
0.00
100.00
100.0
ill 25
0.00
0.00
0.00
100.00
100.0
3/4" 19
0.00
0.00
0.00
100.00
100.0
1 /2" 12.5
0.00
0.00
0.00
100.00
100.0
3/8" 9.5
0.00
(**)
0.00
0.00
100.00
100.0
#4 4.75
0.17
0.03
0.03
99.97
100.0
#10 2
2.20
0.37
0.40
99.60
99.6
#20 0.85
33.90
(**) 5.76
6.16
93.84
93.8
#40 0.425
95.46
16.22
22.39
77.61
77.6
#60 0.25
120.05
20.40
42.79
57.21
57.2
#100 0.15
102.71
17.45
60.24
39.76
39.8
#140 0.106
63.20
10.74
70.98
29.02
29.0
#200 0.075
21.36
3.63
74.61
25.39
25.4
Pan -
149.39
25.39
100.00
-
-
Notes : (*) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( **) The - 3/4" and - 3/8" sieve analysis is based on the Weight of the Dry Specimen
Tested By RFF Date 9/15/22 Checked By GEM Date 9/15/22
page 2 of 2 DCN: CT-S73T, DATE 2/25/22, REV. 1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geotecimicaI & geasyn:hetic testing
ATTERBERG LIMITS
ASTM D 4318-17
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson County C&D LF
Depth (ft):
NA
Project No.:
R-2022-173-003
Sample No.:
S-3
Lab ID:
R-2022-173-003-003
Color:
Brown
( Mlnus No. 40 sieve material)
As Received
Water Content
Tare Number
409
Wt. of Tare & Wet Sample (g)
784.53
Wt. of Tare & Dry Sample (g)
727.13
Weight of Tare (g)
138.69
Weight of Water (g)
57.40
Weight of Dry Sample (g)
588.44
Water Content (%) 9.8
NON - PLASTIC
MATERIAL
Tested By DL Date 9114122 Checked By GEM Date 9115122
page 1 of 1 DCN: CT-S4C, DATE: 4/27/17, REVISION : 4e
2200 Westinghouse Blvd., Suite 103 • Raleigh, INC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Client:
Client Reference
Project No.:
Lab ID:
SIEVE AND HYDROMETER ANALYSIS
ASTM D6913 / D7928
Smith + Gardner, Inc. Boring No.:
Wilson County C&D LF Depth (ft):
R-2022-173-003 Sample No.:
R-2022-173-003-004 Soil Color:
eatechnics
geo-te[itni[al &geosyntheti[ testing
NA
NA
S-4
Brown
USCS
SIEVE ANALYSIS HYDROMETER
ravel
I sand
silt and clay
100
90
80
70
s 60
a�
m 50
L
LL 40
c
a�
U
a 30
20
10
0 - LL— i U--- .—L
1000 100 10 1 0.1 0.01 0.001
Particle Diameter (mm)
Sieve Size Percentage (%)
Greater than #4 Gravel 0.04
#4 to #200 Sand 76.64
Finer than #200 Silt & Clay 23.33
USCS Symbol:
SM, TESTED
USCS Classification:
SILTY SAND
(NON -PLASTIC FINES)
Tested By RFF Date 9/15/22
page 1 of 2 DCN: CT-S73T, DATE 2/25/22, REV. 1
D50 = 0.24
Checked By GEM Date 9/15/22
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
WASH SIEVE ANALYSIS
ASTM D6913-17
Client: Smith + Gardner, Inc. Boring No.:
Client Reference: Wilson County C&D LF Depth (ft):
Project No.: R-2022-173-003 Sample No.
Lab ID: R-2022-173-003-004 Soil Color:
eotechnics
geateclin uI & yea synthetic testing
NA
NA
S-4
Brown
Moisture Content of Passing 3/4" Material
Moisture Content of Retained 3/4" Material
Tare No.:
463
Tare No.:
NA
Wt. of Tare & Wet Sample (g):
720.46
Weight of Tare & Wet Sample (g):
NA
Wt. of Tare & Dry Sample (g):
678.65
Weight of Tare & Dry Sample (g):
NA
Weight of Tare (g):
145.50
Weight of Tare (g):
NA
Weight of Water (g):
41.81
Weight of Water (g):
NA
Weight of Dry Soil (g):
533.15
Weight of Dry Soil (g):
NA
Moisture Content (%):
7.8
Moisture Content (%):
0.0
Dry Weight of Sample (g):
NA
Total Dry Weight of Sample (g):
533.15
Tare No. (Sub -Specimen)
463
Wet Weight of +3/4" Sample (g):
0.00
Wt. of Tare & Wet Sub -Specimen (g):
720.46
Dry Weight of + 3/4" Sample (g):
0.00
Weight of Tare (g):
145.50
Dry Weight of - 3/4" Sample (g):
533.15
Sub -Specimen Wet Weight (g):
574.96
Dry Weight -3/4" +3/8" Sample (g):
0.00
Tare No. (-3/8" Sub -Specimen):
NA
Dry Weight of -3/8" Sample (g):
533.15
Wt. of Tare & Wet -3/8" Sub -Specimen
(g):
NA
J - Factor (% Finer than 3/4"):
NA
Weight of Tare (q):
NA
J - Factor (% Finer than 3/8"):
NA
Sub -Specimen -3/8" Wet Weight (g):
NA
Sieve Sieve
Weight of Soil
Percent
Accumulated
Percent Accumulated
Size Opening
Retained
Retained
Percent
Finer
Percent
Retained
Finer
mm
12" 300
0.00
0.00
0.00
100.00
100.0
6" 150
0.00
0.00
0.00
100.00
100.0
3" 75
0.00
0.00
0.00
100.00
100.0
2" 50
0.00
(*) 0.00
0.00
100.00
100.0
1 1 /2" 37.5
0.00
0.00
0.00
100.00
100.0
ill 25
0.00
0.00
0.00
100.00
100.0
3/4" 19
0.00
0.00
0.00
100.00
100.0
1 /2" 12.5
0.00
0.00
0.00
100.00
100.0
3/8" 9.5
0.00
(**)
0.00
0.00
100.00
100.0
#4 4.75
0.19
0.04
0.04
99.96
100.0
#10 2
0.70
0.13
0.17
99.83
99.8
#20 0.85
29.07
(**) 5.45
5.62
94.38
94.4
#40 0.425
106.24
19.93
25.55
74.45
74.5
#60 0.25
125.12
23.47
49.01
50.99
51.0
#100 0.15
83.11
15.59
64.60
35.40
35.4
#140 0.106
46.41
8.70
73.31
26.69
26.7
#200 0.075
17.93
3.36
76.67
23.33
23.3
Pan -
124.38
23.33
100.00
-
-
Notes : (*) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( **) The - 3/4" and - 3/8" sieve analysis is based on the Weight of the Dry Specimen
Tested By RFF Date 9/15/22 Checked By GEM Date 9/15/22
page 2 of 2 DCN: CT-S73T, DATE 2/25/22, REV. 1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geotecimicaI & geasyn:hetic testing
ATTERBERG LIMITS
ASTM D 4318-17
Client:
Smith + Gardner, Inc.
Boring No.:
NA
Client Reference:
Wilson County C&D LF
Depth (ft):
NA
Project No.:
R-2022-173-003
Sample No.:
S-4
Lab ID:
R-2022-173-003-004
Color:
Brown
( Mlnus No. 40 sieve material)
As Received
Water Content
Tare Number
463
Wt. of Tare & Wet Sample (g)
720.46
Wt. of Tare & Dry Sample (g)
678.65
Weight of Tare (g)
145.50
Weight of Water (g)
41.81
Weight of Dry Sample (g)
533.15
Water Content (%) 7.8
NON - PLASTIC
MATERIAL
Tested By DL Date 9114122 Checked By GEM Date 9115122
page 1 of 1 DCN: CT-S4C, DATE: 4/27/17, REVISION : 4e
2200 Westinghouse Blvd., Suite 103 • Raleigh, INC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Client:
Client Reference
Project No.:
Lab ID:
SIEVE AND HYDROMETER ANALYSIS
ASTM D6913 / D7928
Smith + Gardner, Inc. Boring No.:
Wilson County C&D LF Depth (ft):
R-2022-173-003 Sample No.:
R-2022-173-003-005 Soil Color:
eatechnics
geo-te[itni[al &geosyntheti[ testing
NA
NA
S-5
Brown
USCS
SIEVE ANALYSIS HYDROMETER
ravel
I sand
silt and clay
100
90
80
70
s 60
a�
m 50
L
LL 40
c
a�
U
a 30
20
10
0
1000 100 10 1 0.1 0.01 0.001
Particle Diameter (mm)
Sieve Size Percentage (%)
Greater than #4 Gravel 0.10
#4 to #200 Sand 60.44
Finer than #200 Silt & Clay 39.46
USCS Symbol:
SC, TESTED
USCS Classification:
CLAYEY SAND
Tested By RFF Date 9/15/22
page 1 of 2 DCN: CT-S73T, DATE 2/25/22, REV. 1
D50 = 0.12
Checked By GEM Date 9/15/22
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
WASH SIEVE ANALYSIS
ASTM D6913-17
Client: Smith + Gardner, Inc. Boring No.:
Client Reference: Wilson County C&D LF Depth (ft):
Project No.: R-2022-173-003 Sample No.
Lab ID: R-2022-173-003-005 Soil Color:
eotechnics
geateclin uI & yea synthetic testing
NA
NA
S-5
Brown
Moisture Content of Passing 3/4" Material
Moisture Content of Retained 3/4" Material
Tare No.:
418
Tare No.:
NA
Wt. of Tare & Wet Sample (g):
869.60
Weight of Tare & Wet Sample (g):
NA
Wt. of Tare & Dry Sample (g):
781.66
Weight of Tare & Dry Sample (g):
NA
Weight of Tare (g):
138.36
Weight of Tare (g):
NA
Weight of Water (g):
87.94
Weight of Water (g):
NA
Weight of Dry Soil (g):
643.30
Weight of Dry Soil (g):
NA
Moisture Content (%):
13.7
Moisture Content (%):
0.0
Dry Weight of Sample (g):
NA
Total Dry Weight of Sample (g):
643.30
Tare No. (Sub -Specimen)
418
Wet Weight of +3/4" Sample (g):
0.00
Wt. of Tare & Wet Sub -Specimen (g):
869.60
Dry Weight of + 3/4" Sample (g):
0.00
Weight of Tare (g):
138.36
Dry Weight of - 3/4" Sample (g):
643.30
Sub -Specimen Wet Weight (g):
731.24
Dry Weight -3/4" +3/8" Sample (g):
0.00
Tare No. (-3/8" Sub -Specimen):
NA
Dry Weight of -3/8" Sample (g):
643.30
Wt. of Tare & Wet -3/8" Sub -Specimen
(g):
NA
J - Factor (% Finer than 3/4"):
NA
Weight of Tare (q):
NA
J - Factor (% Finer than 3/8"):
NA
Sub -Specimen -3/8" Wet Weight (g):
NA
Sieve Sieve
Weight of Soil
Percent
Accumulated
Percent Accumulated
Size Opening
Retained
Retained
Percent
Finer
Percent
Retained
Finer
mm
12" 300
0.00
0.00
0.00
100.00
100.0
6" 150
0.00
0.00
0.00
100.00
100.0
3" 75
0.00
0.00
0.00
100.00
100.0
2" 50
0.00
(*) 0.00
0.00
100.00
100.0
1 1 /2" 37.5
0.00
0.00
0.00
100.00
100.0
ill 25
0.00
0.00
0.00
100.00
100.0
3/4" 19
0.00
0.00
0.00
100.00
100.0
1 /2" 12.5
0.00
0.00
0.00
100.00
100.0
3/8" 9.5
0.00
(**)
0.00
0.00
100.00
100.0
#4 4.75
0.66
0.10
0.10
99.90
99.9
#10 2
2.03
0.32
0.42
99.58
99.6
#20 0.85
18.28
(**) 2.84
3.26
96.74
96.7
#40 0.425
38.55
5.99
9.25
90.75
90.7
#60 0.25
67.09
10.43
19.68
80.32
80.3
#100 0.15
144.40
22.45
42.13
57.87
57.9
#140 0.106
88.63
13.78
55.91
44.09
44.1
#200 0.075
29.80
4.63
60.54
39.46
39.5
Pan -
253.86
39.46
100.00
-
-
Notes : (*) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( **) The - 3/4" and - 3/8" sieve analysis is based on the Weight of the Dry Specimen
Tested By RFF Date 9/15/22 Checked By GEM Date 9/15/22
page 2 of 2 DCN: CT-S73T, DATE 2/25/22, REV. 1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
eotechnics
geutecimical & yeasynlhetic tesliny
ATTERBERG LIMITS
ASTM D 4318-17
Client: Smith + Gardner, Inc. Boring No.: NA
Client Reference: Wilson County C&D LF Depth (ft): NA
Project No.: R-2022-173-003 Sample No.: S-5
Lab ID: R-2022-173-003-005 Soil Description: BROWN LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 (Minus #40 sieve material, Air dried)
sieve matena►, see the "s►eve and r►yarometer Ana►ys►s" grapn page for the compete matena► description
As Received Moisture Content
Liquid Limit Test
ASTM D2216-19
1
2
3
M
Tare Number:
418
A
I
K
U
Wt. of Tare & Wet Sample (g):
869.60
27.50
29.25
27.18
L
Wt. of Tare & Dry Sample (g):
781.66
24.91
26.08
24.23
T
Weight of Tare (g):
138.86
15.17
15.18
15.14
1
Weight of Water (g):
87.9
2.6
3.2
3.0
P
Weight of Dry Sample (g):
642.8
9.7
10.9
9.1
O
Was As Received MC Preserved:
Yes
Moisture Content (%):
13.7
26.6
29.1
32.5
N
Number of Blows:
35
25
15
T
Plastic Limit Test 1 2 Range
Test Results
Tare Number: F S
Liquid Limit (%): 29
Wt. of Tare & Wet Sample (g): 21.83 21.87
Wt. of Tare & Dry Sample (g): 20.97 21.00
Plastic Limit (%): 15
Weight of Tare (g): 15.03 15.11
Weight of Water (g): 0.9 0.9
Plasticity Index (%): 14
Weight of Dry Sample (g): 5.9 5.9
USCS Symbol: CL
Moisture Content (%): 14.5 14.8 -0.3
Note: The acceptable range of the two Moisture Contents is ± 1.12
Flow Curve
34
32
30
e
y 28
c
0
U
26
l°
24
22
20 L
1
10
Number of Blows
60
50
e 40
X
c
30
❑
T
U
V
06
a 20
10
100
0
1
CL- ML
Plasticity Chart
Tested By RFF Date 9114122 Checked By GEM Date 9/15/22
page 1 of 1 DCN: CTS413, DATE: 5/22/18 REVISION: 8
0
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DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
AppendixF2
CQA Test Results — Record Tests
Construction Quality Assurance Report
Westside CEO Landfill
Area 2 Phase 1 Construction

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
STRUCTURAL FILL
RECORD TEST SUMMARY
Project Name: Wilson Westside C&D Landfill
Project Number: Wilson 21-1
Contractor: Baxter Johnson Contracting, Inc.
In -Place Moisture -Density Test Results:
Test
Number
Date
Test
Method*
In -Situ Values
Moisture
Dry Density Content
(pcf) (%)
Reference Values
(ASTM D 698)
Optimum
Maximum Moisture
Dry Density Content
I (pcf) (%)
Compaction
I (%)
Difference
From
Optimum
Moisture
I (%)
I Pass/Fail
Location/Comment
ND-1
7/28/22
ND
112.0
12.9
108.2
17.7
103.5
-4.8
PASS
ND-2
7/28/22
ND
111.3
12.7
108.2
17.7
102.9
-5.0
PASS
ND-3
7/28/22
ND
118.5
12.7
108.2
17.7
109.5
-5.0
PASS
ND-4
7/28/22
ND
111.7
15.7
108.2
17.7
103.2
-2.0
PASS
ND-5
7/28/22
ND
119.5
12.2
108.2
17.7
110.4
-5.5
PASS
ND-6
7/28/22
ND
111.6
12.5
108.2
17.7
103.1
-5.2
PASS
ND-7
8/4/22
ND
109.8
11.9
108.2
17.7
101.5
-5.8
PASS
ND-8
8/4/22
ND
109.1
13.0
108.2
17.7
100.8
-4.7
PASS
ND-9
8/4/22
ND
105.1
12.7
108.2
17.7
97.1
-5.0
PASS
ND-10
8/11/22
ND
114.9
15.8
108.2
17.7
106.2
-1.9
PASS
ND-11
8/11/22
ND
102.8
16.3
108.2
17.7
95.0
-1.4
PASS
DC-1
8/11/22
DC
103.5
17.0
108.2
17.7
95.7
-0.7
PASS
*Note: ND = Nuclear Density; DC = Drive Cylinder
Totals:
Number of Tests = 12
Min. Percent Compaction = 95.0 Min. Moisture (% of Opt.) = -5.8
Max. Percent Compaction = 110.4 Max. Moisture (% of Opt.) = -0.7
Avg. Percent Compaction = 102.4 Avg. Moisture (% of Opt.) = -3.9
SMITH GARDNER, INC. Record Tests 1 of 1 WC U2 P1 Table 1 Structural Fill Summary.xls

DocuSign Envelope ID: 2AB7AE48-9C15-410A-9773-5308AA9F80BF
Appendix
Record Drawings
(Under Separate Cover)
Construction Quality Assurance Report
Westside CEO Landfill
Area 2 Phase 1 Construction